Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series004/Dik(dike)_Loc(DEM340V)_Mdl(Bishop)_1996-01-01T00_00_00z1.jpg =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series003/Dik(dike)_Loc(337)_Mdl(Bishop)_1996-01-01T00_00_00z2.wmf =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series004/Dik(dike)_Loc(DEM340V)_Mdl(Bishop)_1996-01-01T00_00_00z2.wmf =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM410.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM410.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM410.STI.sti (revision 2226) @@ -0,0 +1,1235 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 2-2-2015 +TIME : 14:00:48 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 260119\Stabiliteit\Geometries\Gespiegeld\DEM410.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +zanddiep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleigr +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.60 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleibr +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=7.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kl.br.z (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.70 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zandlos +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.klgra +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zanddiep +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 36 - Number of geometry points - + 1 70.000 5.300 0.000 + 2 56.000 5.300 0.000 + 3 52.100 5.500 0.000 + 4 51.000 5.700 0.000 + 5 45.100 7.500 0.000 + 6 42.100 9.300 0.000 + 7 40.100 10.200 0.000 + 8 38.100 10.400 0.000 + 9 32.100 10.700 0.000 + 10 30.300 11.000 0.000 + 11 26.200 11.000 0.000 + 12 17.600 8.100 0.000 + 13 6.100 7.900 0.000 + 14 0.000 7.900 0.000 + 15 70.000 4.400 0.000 + 16 48.000 4.400 0.000 + 17 16.000 6.000 0.000 + 18 0.000 6.000 0.000 + 19 70.000 3.600 0.000 + 20 48.000 3.600 0.000 + 21 40.000 2.000 0.000 + 22 24.000 2.000 0.000 + 23 16.000 4.000 0.000 + 24 0.000 4.000 0.000 + 25 24.000 6.600 0.000 + 26 25.800 10.250 0.000 + 27 0.000 10.250 0.000 + 28 70.000 8.000 0.000 + 29 50.000 8.350 0.000 + 30 18.000 9.100 0.000 + 31 0.000 9.500 0.000 + 32 70.000 -3.000 0.000 + 33 0.000 -3.000 0.000 + 34 70.000 6.500 0.000 + 35 48.000 6.500 0.000 + 36 45.100 7.500 0.000 +[END OF POINTS] + +[CURVES] + 31 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 5 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 25 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 36 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 6 5 4 3 2 + 2 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 9 8 7 + 3 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 17 16 15 14 13 12 11 10 + 4 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 17 16 24 23 22 21 20 19 18 13 + 12 11 10 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 28 27 26 25 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 31 30 29 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zanddiep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + l.kleigr + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + l.kleibr + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + kl.br.z (2) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Demen hm 410 +binnendijkse kolk + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 50 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 40.000 52.000 5 X-direction + 11.000 16.000 5 Y-direction + 6.000 1.000 5 Tangent lines + 70.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 1 = number of items +1 + 0.00 = magnitude + 39.00 10.20 = x and y co-ordinate + -30.00 60.00 = direction & distr angle +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 35.70 38.20 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 70.000 70.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 70.000 70.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 70.00 = X co-ordinate indicating start of zone [m] + 70.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 70.00 = Left side minimum road [m] + 70.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series005/Dik(dike)_Loc(Grave_323)_Mdl(Bishop)_1996-01-01T00_00_00z1.wmf =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/LO616.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/LO616.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/LO616.STI.sti (revision 2226) @@ -0,0 +1,1255 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 18-2-2015 +TIME : 9:12:29 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150205\Stabiliteit\Geometries\LO616.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +1 (1) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +2 (3) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=22.50 +SoilDilatancy=22.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +3 (3) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +4 (1) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.00 +SoilPhi=22.50 +SoilDilatancy=22.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +5 +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=23.50 +SoilDilatancy=23.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +6 +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=26.00 +SoilDilatancy=26.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_1 (1) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 31 - Number of geometry points - + 1 75.000 0.000 0.000 + 2 0.000 0.000 0.000 + 3 75.000 3.000 0.000 + 4 0.000 3.000 0.000 + 5 75.000 4.000 0.000 + 6 65.000 4.000 0.000 + 7 14.000 3.750 0.000 + 8 60.500 4.500 0.000 + 9 75.000 5.200 0.000 + 10 70.000 5.200 0.000 + 11 65.000 5.000 0.000 + 12 62.100 6.500 0.000 + 13 60.100 8.000 0.000 + 14 58.850 8.900 0.000 + 15 35.050 9.100 0.000 + 16 32.000 8.900 0.000 + 17 29.550 8.400 0.000 + 18 28.450 8.000 0.000 + 19 23.950 6.500 0.000 + 20 19.800 5.600 0.000 + 21 18.700 4.900 0.000 + 22 17.100 4.500 0.000 + 23 29.200 7.600 0.000 + 24 28.950 8.200 0.000 + 25 15.000 8.200 0.000 + 26 0.000 8.200 0.000 + 27 75.000 6.700 0.000 + 28 65.000 6.700 0.000 + 29 75.000 5.200 0.000 + 30 70.000 5.200 0.000 + 31 65.000 5.000 0.000 +[END OF POINTS] + +[CURVES] + 31 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 7 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 22 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 13 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 31 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 28 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 2 + 2 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 5 4 3 + 3 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 5 8 7 6 3 + 4 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 5 8 15 14 13 12 11 10 9 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 5 8 15 14 13 18 17 16 11 10 + 9 + 6 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 5 8 15 14 13 18 23 22 21 20 + 19 16 11 10 9 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 27 26 25 24 29 28 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 27 31 30 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_1 (1) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + 2 (3) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + 3 (3) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + 4 (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + 5 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + 6 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Lithoyen hmp 616 +technische analyse m.e.r. + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 100 100 + 4 100 100 100 + 3 100 100 100 100 + 2 100 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 +[CIRCLES] + 60.000 65.000 5 X-direction + 10.000 15.000 5 Y-direction + 5.500 2.000 4 Tangent lines + 75.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 56.00 58.50 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 6 +[LIFT SLIP DATA] + 75.000 75.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 75.000 75.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 75.00 = X co-ordinate indicating start of zone [m] + 75.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 75.00 = Left side minimum road [m] + 75.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series007/Dik(dike)_Loc(Grave_348_STBU_bodemopbouw)_Mdl(Bishop)_1996-01-01T00_00_00.sti.xml =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series007/Dik(dike)_Loc(Grave_348_STBU_bodemopbouw)_Mdl(Bishop)_1996-01-01T00_00_00.sti.xml (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series007/Dik(dike)_Loc(Grave_348_STBU_bodemopbouw)_Mdl(Bishop)_1996-01-01T00_00_00.sti.xml (revision 2226) @@ -0,0 +1,64 @@ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ No newline at end of file Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp507bi.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp507bi.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp507bi.sti (revision 2226) @@ -0,0 +1,1059 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:54 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\hmp507bi.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +zand (2) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (1) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijksmat +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamOvenDry=0.01 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 48 - Number of geometry points - + 1 45.000 5.650 0.000 + 2 38.350 5.500 0.000 + 3 36.900 5.000 0.000 + 4 36.200 5.050 0.000 + 5 34.600 5.500 0.000 + 6 24.500 5.600 0.000 + 7 23.350 5.400 0.000 + 8 -18.950 5.550 0.000 + 9 -19.700 4.950 0.000 + 10 -20.200 4.550 0.000 + 11 -20.850 4.300 0.000 + 12 -21.300 4.500 0.000 + 13 -23.600 6.400 0.000 + 14 -35.000 6.400 0.000 + 15 16.500 9.100 0.000 + 16 12.900 9.200 0.000 + 17 9.000 9.450 0.000 + 18 7.250 10.200 0.000 + 19 5.450 10.750 0.000 + 20 1.500 11.050 0.000 + 21 0.000 11.050 0.000 + 22 -1.100 11.000 0.000 + 23 -4.000 10.800 0.000 + 24 -4.850 10.750 0.000 + 25 -16.600 6.400 0.000 + 26 4.500 10.800 0.000 + 27 2.000 11.000 0.000 + 28 -35.000 3.750 0.000 + 29 -18.950 3.750 0.000 + 30 23.350 4.100 0.000 + 31 45.000 4.100 0.000 + 32 -35.000 -5.000 0.000 + 33 45.000 -5.000 0.000 + 34 -35.000 9.400 0.000 + 35 -8.500 9.400 0.000 + 36 -7.500 8.400 0.000 + 37 9.000 8.000 0.000 + 38 23.350 5.400 0.000 + 39 24.500 5.600 0.000 + 40 34.600 5.500 0.000 + 41 36.200 5.050 0.000 + 42 36.900 5.000 0.000 + 43 38.350 5.500 0.000 + 44 45.000 5.650 0.000 + 45 -18.000 9.400 0.000 + 46 16.000 7.450 0.000 + 47 23.350 6.550 0.000 + 48 45.000 6.550 0.000 +[END OF POINTS] + +[CURVES] + 44 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 24 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 27 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 19 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 7 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 45 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 +[END OF CURVES] + +[BOUNDARIES] + 4 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 30 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 27 28 29 + 2 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 26 7 8 9 + 10 11 12 + 3 - Boundary number + 25 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 13 14 15 16 + 17 18 19 20 21 22 23 24 25 7 + 8 9 10 11 12 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 4 - Number of boundaries - + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 4 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 4 - Number of boundaries - + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 10 - number of curves on PlLine, next line(s) are curvenumbers + 31 32 33 34 35 36 37 38 39 40 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 41 42 43 44 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 3 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (2) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + dijksmat + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-361580, Detailonderzoek Maasdijken +Vak B, hmp 507, binnenwaartse stab + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 3 Number of layers + 3 100 + 2 100 100 + 1 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 +[degree earth quake] + 100 100 100 +[CIRCLES] + 19.000 19.000 1 X-direction + 28.500 28.500 1 Y-direction + 3.500 3.500 1 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 3 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series006/Dik(dike)_Loc(Grave_342_verbetering_met_taludverflauwing)_Mdl(Bishop)_1996-01-01T00_00_00z2.jpg =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM415.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM415.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM415.STI.sti (revision 2226) @@ -0,0 +1,1292 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 2-2-2015 +TIME : 14:00:48 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 260119\Stabiliteit\Geometries\Gespiegeld\DEM415.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +zanddiep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kl.br.z (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.70 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijkmat +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=5.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zandlos +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.klgra +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleigr +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.60 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleibr +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=7.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zanddiep +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 29 - Number of geometry points - + 1 60.000 7.400 0.000 + 2 50.000 7.400 0.000 + 3 36.700 7.100 0.000 + 4 31.700 10.300 0.000 + 5 30.800 10.600 0.000 + 6 23.000 10.600 0.000 + 7 21.200 10.900 0.000 + 8 19.100 10.800 0.000 + 9 17.700 10.100 0.000 + 10 13.000 8.400 0.000 + 11 0.000 8.300 0.000 + 12 60.000 6.000 0.000 + 13 0.000 6.000 0.000 + 14 60.000 3.800 0.000 + 15 38.000 3.800 0.000 + 16 14.000 4.600 0.000 + 17 0.000 4.600 0.000 + 18 60.000 0.000 0.000 + 19 0.000 0.000 0.000 + 20 35.400 8.000 0.000 + 21 17.800 10.250 0.000 + 22 0.000 10.250 0.000 + 23 60.000 9.700 0.000 + 24 37.000 9.800 0.000 + 25 12.000 9.900 0.000 + 26 0.000 10.500 0.000 + 27 60.000 7.400 0.000 + 28 50.000 7.400 0.000 + 29 36.700 7.100 0.000 +[END OF POINTS] + +[CURVES] + 23 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 29 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 +[END OF CURVES] + +[BOUNDARIES] + 4 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 4 3 2 + 2 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 5 + 3 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 15 14 13 12 11 10 9 8 7 6 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 4 - Number of boundaries - + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 4 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 4 - Number of boundaries - + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 18 17 16 20 19 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 23 22 21 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 3 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zanddiep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + kl.br.z (2) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + dijkmat + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Demen hm 415.6, profiel 14 +steil binnentaud, theoretische pot. + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 3 Number of layers + 3 100 + 2 100 100 + 1 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 +[degree earth quake] + 100 100 100 +[CIRCLES] + 32.000 42.000 5 X-direction + 11.000 20.000 5 Y-direction + 7.200 2.000 5 Tangent lines + 60.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 1 = number of items +1 + 0.00 = magnitude + 31.00 10.50 = x and y co-ordinate + -30.00 60.00 = direction & distr angle +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 27.50 30.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 3 +[LIFT SLIP DATA] + 60.000 60.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 60.000 60.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 3 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 60.00 = X co-ordinate indicating start of zone [m] + 60.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 60.00 = Left side minimum road [m] + 60.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series004/Dik(dike)_Loc(DEM340V)_Mdl(Bishop)_1996-01-01T00_00_00.sto =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series004/Dik(dike)_Loc(DEM340V)_Mdl(Bishop)_1996-01-01T00_00_00.sto (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series004/Dik(dike)_Loc(DEM340V)_Mdl(Bishop)_1996-01-01T00_00_00.sto (revision 2226) @@ -0,0 +1,6027 @@ +Program : D-Geo Stability +Version : 18.1.1.3 +Company : Stichting Deltares +Date : 27-03-2019 +Time : 13:46:24 + +Output file : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series004\Dik(dike)_Loc(DEM340V)_Mdl(Bishop)_1996-01-01T00_00_00.sto +Input file : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series004\Dik(dike)_Loc(DEM340V)_Mdl(Bishop)_1996-01-01T00_00_00.sti +========================== BEGINNING OF DATA ========================== + + + ECHO OF THE INPUT + ================= + + + Problem identification : + : + + Calculation model : Bishop + Default shear strength : C phi + Zone type : New + + LAYER BOUNDARIES + ================ + + Boundary no.| Co-ordinates [m] + ------------|---------------------------------------------------- + | + 5 - X - | 0.00 8.50 18.50 25.50 32.00 33.50 + 5 - Y - | 7.30 7.30 7.90 11.00 10.70 10.70 + | + 5 - X - | 36.00 39.80 45.60 50.70 53.00 56.50 + 5 - Y - | 10.70 9.90 6.70 6.00 5.00 4.90 + | + 5 - X - | 58.50 60.50 70.00 + 5 - Y - | 5.30 6.80 6.80 + | + 4 - X - | 0.00 8.50 18.50 33.00 45.60 50.70 + 4 - Y - | 7.30 7.30 7.90 8.50 6.70 6.00 + | + 4 - X - | 53.00 56.50 58.50 60.50 70.00 + 4 - Y - | 5.00 4.90 5.30 6.80 6.80 + | + 3 - X - | 0.00 8.50 18.50 23.00 33.00 45.40 + 3 - Y - | 7.30 7.30 7.90 7.00 7.00 5.50 + | + 3 - X - | 53.00 56.50 58.50 60.50 70.00 + 3 - Y - | 5.00 4.90 5.30 6.80 6.80 + | + 2 - X - | 0.00 8.50 18.50 23.00 33.00 45.40 + 2 - Y - | 7.30 7.30 7.90 7.00 7.00 5.50 + | + 2 - X - | 50.00 70.00 + 2 - Y - | 1.50 1.50 + | + 1 - X - | 0.00 15.00 22.00 37.00 50.00 70.00 + 1 - Y - | 4.00 4.00 2.50 2.50 1.50 1.50 + | + 0 - X - | 0.00 70.00 + 0 - Y - | -3.00 -3.00 + + + + PL-LINES + ======== + + Pl-line no. | Co-ordinates [m] + ------------|---------------------------------------------------- + | + 1 - X - | 0.00 8.50 25.50 36.00 45.60 53.00 + 1 - Y - | 7.30 7.30 6.49 5.80 6.70 5.00 + | + 1 - X - | 70.00 + 1 - Y - | 5.00 + | + 2 - X - | 0.00 70.00 + 2 - Y - | -3.00 -3.00 + | + 3 - X - | 0.00 1.00 2.00 8.50 52.00 70.00 + 3 - Y - | 5.44 5.44 5.45 5.44 5.43 5.43 + | + 4 - X - | 0.00 70.00 + 4 - Y - | -3.00 -3.00 + + + + + Unit weight of water used for calculation: 9.81 [kN/m3] + The groundwater level is determined by Pl-line number 1 + + + + REFERENCE LEVEL SU + ================== + + + | Co-ordinates [m] +--------- |----------------------------------------------------------- + | + - X - | 0.00 70.00 + - Y - | -3.00 -3.00 + + + Unit weight, dry 16.00 [kN/m3] + Unit weight, wet 18.00 [kN/m3] + + + + FORBIDDEN LINES + =============== + + No forbidden lines were input. + + + + SOIL PROPERTIES + =============== + + Layer no.| Material name + ---------|----------------------------- + 5 | kl.br.z (5) + 4 | l.kleibr + 3 | l.klgra + 2 | l.kleigr + 1 | wl_zanddiep + + Layer | Gam usat| Gam sat | Pl-line | Pl-line | + number | [kN/m3] | [kN/m3] | top | bottom | + ---------|---------|---------|---------|---------| + 5 | 18.50 | 20.00 | 1 | 99 | + 4 | 19.00 | 19.00 | 1 | 1 | + 3 | 18.00 | 18.00 | 1 | 1 | + 2 | 18.00 | 18.00 | 1 | 1 | + 1 | 20.00 | 20.00 | 3 | - | + + Layer | Cohesion| Phi |Dilatancy| S | POP | m | + number | [kN/m2] |[degrees]|[degrees]| [ - ] | [kN/m2] | [ - ] | + ---------|---------|---------|---------|---------|---------|---------| + 5 | 2.70 | 28.00 | 28.00 | - | - | - | + 4 | 7.70 | 24.00 | 24.00 | - | - | - | + 3 | 4.00 | 24.00 | 24.00 | - | - | - | + 2 | 6.60 | 24.00 | 24.00 | - | - | - | + 1 | 0.00 | 30.00 | 30.00 | - | - | - | + + Layer | Su top | Su bot. | Su grad.| POP top | POP bot.|Gamma LEM| + number | [kN/m2] | [kN/m2] |[kN/m2/m]| [kN/m2] | [kN/m2] | [-] | + ---------|---------|---------|---------|---------|---------|---------| + 5 | - | - | - | - | - | - | + 4 | - | - | - | - | - | - | + 3 | - | - | - | - | - | - | + 2 | - | - | - | - | - | - | + 1 | - | - | - | - | - | - | + + + + No degree of consolidation <> 100% input. + + + + CENTER POINT GRID AND TANGENT LINES + =================================== + + X co-ordinate grid left : 30.75 [m] + X co-ordinate grid right : 55.75 [m] + Number of grid points in X - direction : 10 + + Y co-ordinate grid bottom : 10.76 [m] + Y co-ordinate grid top : 35.76 [m] + Number of grid points in Y - direction : 10 + + Y co-ordinate tangent smallest circle : 4.90 [m] + Y co-ordinate tangent biggest circle : -0.96 [m] + Number of circles per grid point : 13 + + No fixed points input. + + Total number of center points in the grid: 100 + Total number of slip circles in the grid : 1300 + + + + MEASURED YIELD STRESS + ===================== + + No measured yield stress input. + + + LINE LOADS + ========== + + No line loads were input. + + + + UNIFORM LOAD + ============ + + Uniform |Magnitude| X start | X end | Distrib.| Load | + load number | [kN/m] | [m] | [m] | degrees | Type | + ------------|---------|---------|---------|---------|-----------| + 1 | 13.30 | 33.50 | 36.00 | 0.00 | Temporary | + + + + TREE ON SLOPE + ============= + + No tree on slope was input. + + + + DEGREE OF CONSOLIDATION : TEMPORARY LOADS + ========================================= + + Layer number| Degree of consolidation + -------------|------------------------- + 5 | 100 + 4 | 100 + 3 | 100 + 2 | 100 + 1 | 100 + + + + EARTHQUAKE + ========== + + No earth quake factors were input. + + + + ZONE + ==== + + Diketable height [m] = 11.00 + X co-ordinate start of zone [m] = 25.50 + Boundary of design level influence at X [m] = 69.99 + Boundary of design level influence at Y [m] = 10.99 + Required safety in zone 1a = 1.00 + Required safety in zone 1b = 1.00 + Required safety in zone 2a = 1.00 + Required safety in zone 2b = 1.00 + Left side of minimal road [m] = 0.01 + Right side of minimal road [m] = 0.01 + Required safety in zone 3a = 0.90 + Required safety in zone 3b = 0.90 + Stability calculation side = right + Remolding reduction factor = 0.50 + Schematization reduction factor = 0.80 + Overtopping condition <= 0.1 l/m/s + + + +**************** The input has been tested, and is correct. **************** +****************************************************************************** + + + RESULTS OF THE SLOPE STABILITY ANALYSIS + ======================================= + + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 30.75 | 10.76 | 11.72 | - | + ---------|---------|---------|---------| + 30.75 | 10.76 | 11.23 | - | + ---------|---------|---------|---------| + 30.75 | 10.76 | 10.74 | - | + ---------|---------|---------|---------| + 30.75 | 10.76 | 10.25 | - | + ---------|---------|---------|---------| + 30.75 | 10.76 | 9.76 | - | + ---------|---------|---------|---------| + 30.75 | 10.76 | 9.28 | - | + ---------|---------|---------|---------| + 30.75 | 10.76 | 8.79 | - | + ---------|---------|---------|---------| + 30.75 | 10.76 | 8.30 | - | + ---------|---------|---------|---------| + 30.75 | 10.76 | 7.81 | - | + ---------|---------|---------|---------| + 30.75 | 10.76 | 7.32 | - | + ---------|---------|---------|---------| + 30.75 | 10.76 | 6.83 | - | + ---------|---------|---------|---------| + 30.75 | 10.76 | 6.35 | 82.16 | + ---------|---------|---------|---------| + 30.75 | 10.76 | 5.86 | 59.38 | + ---------|---------|---------|---------| + 30.75 | 13.54 | 14.49 | 61.21 | + ---------|---------|---------|---------| + 30.75 | 13.54 | 14.01 | 54.46 | + ---------|---------|---------|---------| + 30.75 | 13.54 | 13.52 | - | + ---------|---------|---------|---------| + 30.75 | 13.54 | 13.03 | - | + ---------|---------|---------|---------| + 30.75 | 13.54 | 12.54 | - | + ---------|---------|---------|---------| + 30.75 | 13.54 | 12.05 | - | + ---------|---------|---------|---------| + 30.75 | 13.54 | 11.56 | - | + ---------|---------|---------|---------| + 30.75 | 13.54 | 11.08 | - | + ---------|---------|---------|---------| + 30.75 | 13.54 | 10.59 | - | + ---------|---------|---------|---------| + 30.75 | 13.54 | 10.10 | - | + ---------|---------|---------|---------| + 30.75 | 13.54 | 9.61 | - | + ---------|---------|---------|---------| + 30.75 | 13.54 | 9.12 | - | + ---------|---------|---------|---------| + 30.75 | 13.54 | 8.64 | - | + ---------|---------|---------|---------| + 30.75 | 16.31 | 17.27 | 137.94 | + ---------|---------|---------|---------| + 30.75 | 16.31 | 16.78 | 88.92 | + ---------|---------|---------|---------| + 30.75 | 16.31 | 16.30 | 67.81 | + ---------|---------|---------|---------| + 30.75 | 16.31 | 15.81 | 57.11 | + ---------|---------|---------|---------| + 30.75 | 16.31 | 15.32 | 51.00 | + ---------|---------|---------|---------| + 30.75 | 16.31 | 14.83 | - | + ---------|---------|---------|---------| + 30.75 | 16.31 | 14.34 | - | + ---------|---------|---------|---------| + 30.75 | 16.31 | 13.85 | - | + ---------|---------|---------|---------| + 30.75 | 16.31 | 13.37 | - | + ---------|---------|---------|---------| + 30.75 | 16.31 | 12.88 | - | + ---------|---------|---------|---------| + 30.75 | 16.31 | 12.39 | - | + ---------|---------|---------|---------| + 30.75 | 16.31 | 11.90 | - | + ---------|---------|---------|---------| + 30.75 | 16.31 | 11.41 | - | + ---------|---------|---------|---------| + 30.75 | 19.09 | 20.05 | 327.18 | + ---------|---------|---------|---------| + 30.75 | 19.09 | 19.56 | 762.70 | + ---------|---------|---------|---------| + 30.75 | 19.09 | 19.07 | 168.80 | + ---------|---------|---------|---------| + 30.75 | 19.09 | 18.58 | 97.91 | + ---------|---------|---------|---------| + 30.75 | 19.09 | 18.10 | 71.40 | + ---------|---------|---------|---------| + 30.75 | 19.09 | 17.61 | 58.12 | + ---------|---------|---------|---------| + 30.75 | 19.09 | 17.12 | 50.44 | + ---------|---------|---------|---------| + 30.75 | 19.09 | 16.63 | - | + ---------|---------|---------|---------| + 30.75 | 19.09 | 16.14 | - | + ---------|---------|---------|---------| + 30.75 | 19.09 | 15.66 | - | + ---------|---------|---------|---------| + 30.75 | 19.09 | 15.17 | - | + ---------|---------|---------|---------| + 30.75 | 19.09 | 14.68 | - | + ---------|---------|---------|---------| + 30.75 | 19.09 | 14.19 | - | + ---------|---------|---------|---------| + 30.75 | 21.87 | 22.83 | 89.31 | + ---------|---------|---------|---------| + 30.75 | 21.87 | 22.34 | 139.03 | + ---------|---------|---------|---------| + 30.75 | 21.87 | 21.85 | 342.89 | + ---------|---------|---------|---------| + 30.75 | 21.87 | 21.36 | 600.64 | + ---------|---------|---------|---------| + 30.75 | 21.87 | 20.87 | 157.47 | + ---------|---------|---------|---------| + 30.75 | 21.87 | 20.39 | 93.18 | + ---------|---------|---------|---------| + 30.75 | 21.87 | 19.90 | 67.80 | + ---------|---------|---------|---------| + 30.75 | 21.87 | 19.41 | 53.53 | + ---------|---------|---------|---------| + 30.75 | 21.87 | 18.92 | 47.54 | + ---------|---------|---------|---------| + 30.75 | 21.87 | 18.43 | - | + ---------|---------|---------|---------| + 30.75 | 21.87 | 17.95 | - | + ---------|---------|---------|---------| + 30.75 | 21.87 | 17.46 | - | + ---------|---------|---------|---------| + 30.75 | 21.87 | 16.97 | - | + ---------|---------|---------|---------| + 30.75 | 24.65 | 25.60 | 56.36 | + ---------|---------|---------|---------| + 30.75 | 24.65 | 25.12 | 71.86 | + ---------|---------|---------|---------| + 30.75 | 24.65 | 24.63 | 100.83 | + ---------|---------|---------|---------| + 30.75 | 24.65 | 24.14 | 176.96 | + ---------|---------|---------|---------| + 30.75 | 24.65 | 23.65 | 827.77 | + ---------|---------|---------|---------| + 30.75 | 24.65 | 23.16 | 273.76 | + ---------|---------|---------|---------| + 30.75 | 24.65 | 22.68 | 117.79 | + ---------|---------|---------|---------| + 30.75 | 24.65 | 22.19 | 74.83 | + ---------|---------|---------|---------| + 30.75 | 24.65 | 21.70 | 58.49 | + ---------|---------|---------|---------| + 30.75 | 24.65 | 21.21 | 51.64 | + ---------|---------|---------|---------| + 30.75 | 24.65 | 20.72 | - | + ---------|---------|---------|---------| + 30.75 | 24.65 | 20.24 | - | + ---------|---------|---------|---------| + 30.75 | 24.65 | 19.75 | - | + ---------|---------|---------|---------| + 30.75 | 27.42 | 28.38 | 43.51 | + ---------|---------|---------|---------| + 30.75 | 27.42 | 27.89 | 51.53 | + ---------|---------|---------|---------| + 30.75 | 27.42 | 27.41 | 64.30 | + ---------|---------|---------|---------| + 30.75 | 27.42 | 26.92 | 87.01 | + ---------|---------|---------|---------| + 30.75 | 27.42 | 26.43 | 136.53 | + ---------|---------|---------|---------| + 30.75 | 27.42 | 25.94 | 349.82 | + ---------|---------|---------|---------| + 30.75 | 27.42 | 25.45 | 465.23 | + ---------|---------|---------|---------| + 30.75 | 27.42 | 24.97 | 133.45 | + ---------|---------|---------|---------| + 30.75 | 27.42 | 24.48 | 81.72 | + ---------|---------|---------|---------| + 30.75 | 27.42 | 23.99 | 63.43 | + ---------|---------|---------|---------| + 30.75 | 27.42 | 23.50 | 55.42 | + ---------|---------|---------|---------| + 30.75 | 27.42 | 23.01 | - | + ---------|---------|---------|---------| + 30.75 | 27.42 | 22.52 | - | + ---------|---------|---------|---------| + 30.75 | 30.20 | 31.16 | 36.68 | + ---------|---------|---------|---------| + 30.75 | 30.20 | 30.67 | 41.95 | + ---------|---------|---------|---------| + 30.75 | 30.20 | 30.18 | 49.68 | + ---------|---------|---------|---------| + 30.75 | 30.20 | 29.70 | 61.65 | + ---------|---------|---------|---------| + 30.75 | 30.20 | 29.21 | 81.68 | + ---------|---------|---------|---------| + 30.75 | 30.20 | 28.72 | 123.25 | + ---------|---------|---------|---------| + 30.75 | 30.20 | 28.23 | 283.57 | + ---------|---------|---------|---------| + 30.75 | 30.20 | 27.74 | 568.69 | + ---------|---------|---------|---------| + 30.75 | 30.20 | 27.26 | 139.81 | + ---------|---------|---------|---------| + 30.75 | 30.20 | 26.77 | 85.83 | + ---------|---------|---------|---------| + 30.75 | 30.20 | 26.28 | 66.54 | + ---------|---------|---------|---------| + 30.75 | 30.20 | 25.79 | 58.64 | + ---------|---------|---------|---------| + 30.75 | 30.20 | 25.30 | - | + ---------|---------|---------|---------| + 30.75 | 32.98 | 33.94 | 32.24 | + ---------|---------|---------|---------| + 30.75 | 32.98 | 33.45 | 36.30 | + ---------|---------|---------|---------| + 30.75 | 32.98 | 32.96 | 41.76 | + ---------|---------|---------|---------| + 30.75 | 32.98 | 32.47 | 49.58 | + ---------|---------|---------|---------| + 30.75 | 32.98 | 31.99 | 61.59 | + ---------|---------|---------|---------| + 30.75 | 32.98 | 31.50 | 80.76 | + ---------|---------|---------|---------| + 30.75 | 32.98 | 31.01 | 122.65 | + ---------|---------|---------|---------| + 30.75 | 32.98 | 30.52 | 290.04 | + ---------|---------|---------|---------| + 30.75 | 32.98 | 30.03 | 442.00 | + ---------|---------|---------|---------| + 30.75 | 32.98 | 29.54 | 133.66 | + ---------|---------|---------|---------| + 30.75 | 32.98 | 29.06 | 85.36 | + ---------|---------|---------|---------| + 30.75 | 32.98 | 28.57 | 67.98 | + ---------|---------|---------|---------| + 30.75 | 32.98 | 28.08 | - | + ---------|---------|---------|---------| + 30.75 | 35.76 | 36.72 | 28.78 | + ---------|---------|---------|---------| + 30.75 | 35.76 | 36.23 | 32.47 | + ---------|---------|---------|---------| + 30.75 | 35.76 | 35.74 | 36.80 | + ---------|---------|---------|---------| + 30.75 | 35.76 | 35.25 | 42.71 | + ---------|---------|---------|---------| + 30.75 | 35.76 | 34.76 | 50.92 | + ---------|---------|---------|---------| + 30.75 | 35.76 | 34.28 | 62.80 | + ---------|---------|---------|---------| + 30.75 | 35.76 | 33.79 | 83.81 | + ---------|---------|---------|---------| + 30.75 | 35.76 | 33.30 | 129.62 | + ---------|---------|---------|---------| + 30.75 | 35.76 | 32.81 | 439.59 | + ---------|---------|---------|---------| + 30.75 | 35.76 | 32.32 | 286.75 | + ---------|---------|---------|---------| + 30.75 | 35.76 | 31.83 | 119.39 | + ---------|---------|---------|---------| + 30.75 | 35.76 | 31.35 | 82.13 | + ---------|---------|---------|---------| + 30.75 | 35.76 | 30.86 | 68.63 | + ---------|---------|---------|---------| + 33.53 | 10.76 | 11.72 | 11.94 | + ---------|---------|---------|---------| + 33.53 | 10.76 | 11.23 | 12.21 | + ---------|---------|---------|---------| + 33.53 | 10.76 | 10.74 | 12.55 | + ---------|---------|---------|---------| + 33.53 | 10.76 | 10.25 | 12.98 | + ---------|---------|---------|---------| + 33.53 | 10.76 | 9.76 | 13.52 | + ---------|---------|---------|---------| + 33.53 | 10.76 | 9.28 | 14.27 | + ---------|---------|---------|---------| + 33.53 | 10.76 | 8.79 | 15.26 | + ---------|---------|---------|---------| + 33.53 | 10.76 | 8.30 | - | Circle center point too low. + ---------|---------|---------|---------| + 33.53 | 10.76 | 7.81 | - | Circle center point too low. + ---------|---------|---------|---------| + 33.53 | 10.76 | 7.32 | - | Circle center point too low. + ---------|---------|---------|---------| + 33.53 | 10.76 | 6.83 | - | Circle center point too low. + ---------|---------|---------|---------| + 33.53 | 10.76 | 6.35 | - | Circle center point too low. + ---------|---------|---------|---------| + 33.53 | 10.76 | 5.86 | - | Circle center point too low. + ---------|---------|---------|---------| + 33.53 | 13.54 | 14.49 | 10.19 | + ---------|---------|---------|---------| + 33.53 | 13.54 | 14.01 | 10.16 | + ---------|---------|---------|---------| + 33.53 | 13.54 | 13.52 | 10.19 | + ---------|---------|---------|---------| + 33.53 | 13.54 | 13.03 | 10.24 | + ---------|---------|---------|---------| + 33.53 | 13.54 | 12.54 | 10.30 | + ---------|---------|---------|---------| + 33.53 | 13.54 | 12.05 | 10.36 | + ---------|---------|---------|---------| + 33.53 | 13.54 | 11.56 | 10.41 | + ---------|---------|---------|---------| + 33.53 | 13.54 | 11.08 | 10.19 | + ---------|---------|---------|---------| + 33.53 | 13.54 | 10.59 | 10.37 | + ---------|---------|---------|---------| + 33.53 | 13.54 | 10.10 | 10.92 | + ---------|---------|---------|---------| + 33.53 | 13.54 | 9.61 | 11.61 | + ---------|---------|---------|---------| + 33.53 | 13.54 | 9.12 | 12.60 | + ---------|---------|---------|---------| + 33.53 | 13.54 | 8.64 | 13.83 | + ---------|---------|---------|---------| + 33.53 | 16.31 | 17.27 | 10.11 | + ---------|---------|---------|---------| + 33.53 | 16.31 | 16.78 | 9.87 | + ---------|---------|---------|---------| + 33.53 | 16.31 | 16.30 | 9.69 | + ---------|---------|---------|---------| + 33.53 | 16.31 | 15.81 | 9.57 | + ---------|---------|---------|---------| + 33.53 | 16.31 | 15.32 | 9.52 | + ---------|---------|---------|---------| + 33.53 | 16.31 | 14.83 | 9.48 | + ---------|---------|---------|---------| + 33.53 | 16.31 | 14.34 | 9.42 | + ---------|---------|---------|---------| + 33.53 | 16.31 | 13.85 | 9.11 | + ---------|---------|---------|---------| + 33.53 | 16.31 | 13.37 | 9.13 | + ---------|---------|---------|---------| + 33.53 | 16.31 | 12.88 | 9.39 | + ---------|---------|---------|---------| + 33.53 | 16.31 | 12.39 | 9.71 | + ---------|---------|---------|---------| + 33.53 | 16.31 | 11.90 | 10.09 | + ---------|---------|---------|---------| + 33.53 | 16.31 | 11.41 | 10.56 | + ---------|---------|---------|---------| + 33.53 | 19.09 | 20.05 | 10.37 | + ---------|---------|---------|---------| + 33.53 | 19.09 | 19.56 | 10.17 | + ---------|---------|---------|---------| + 33.53 | 19.09 | 19.07 | 9.94 | + ---------|---------|---------|---------| + 33.53 | 19.09 | 18.58 | 9.70 | + ---------|---------|---------|---------| + 33.53 | 19.09 | 18.10 | 9.49 | + ---------|---------|---------|---------| + 33.53 | 19.09 | 17.61 | 9.32 | + ---------|---------|---------|---------| + 33.53 | 19.09 | 17.12 | 9.20 | + ---------|---------|---------|---------| + 33.53 | 19.09 | 16.63 | 8.86 | + ---------|---------|---------|---------| + 33.53 | 19.09 | 16.14 | 8.85 | + ---------|---------|---------|---------| + 33.53 | 19.09 | 15.66 | 9.07 | + ---------|---------|---------|---------| + 33.53 | 19.09 | 15.17 | 9.32 | + ---------|---------|---------|---------| + 33.53 | 19.09 | 14.68 | 9.61 | + ---------|---------|---------|---------| + 33.53 | 19.09 | 14.19 | 9.94 | + ---------|---------|---------|---------| + 33.53 | 21.87 | 22.83 | 10.61 | + ---------|---------|---------|---------| + 33.53 | 21.87 | 22.34 | 10.45 | + ---------|---------|---------|---------| + 33.53 | 21.87 | 21.85 | 10.28 | + ---------|---------|---------|---------| + 33.53 | 21.87 | 21.36 | 10.09 | + ---------|---------|---------|---------| + 33.53 | 21.87 | 20.87 | 9.86 | + ---------|---------|---------|---------| + 33.53 | 21.87 | 20.39 | 9.59 | + ---------|---------|---------|---------| + 33.53 | 21.87 | 19.90 | 9.33 | + ---------|---------|---------|---------| + 33.53 | 21.87 | 19.41 | 8.91 | + ---------|---------|---------|---------| + 33.53 | 21.87 | 18.92 | 8.88 | + ---------|---------|---------|---------| + 33.53 | 21.87 | 18.43 | 9.11 | + ---------|---------|---------|---------| + 33.53 | 21.87 | 17.95 | 9.36 | + ---------|---------|---------|---------| + 33.53 | 21.87 | 17.46 | 9.64 | + ---------|---------|---------|---------| + 33.53 | 21.87 | 16.97 | 9.95 | + ---------|---------|---------|---------| + 33.53 | 24.65 | 25.60 | 10.79 | + ---------|---------|---------|---------| + 33.53 | 24.65 | 25.12 | 10.70 | + ---------|---------|---------|---------| + 33.53 | 24.65 | 24.63 | 10.57 | + ---------|---------|---------|---------| + 33.53 | 24.65 | 24.14 | 10.43 | + ---------|---------|---------|---------| + 33.53 | 24.65 | 23.65 | 10.25 | + ---------|---------|---------|---------| + 33.53 | 24.65 | 23.16 | 10.02 | + ---------|---------|---------|---------| + 33.53 | 24.65 | 22.68 | 9.73 | + ---------|---------|---------|---------| + 33.53 | 24.65 | 22.19 | 9.18 | + ---------|---------|---------|---------| + 33.53 | 24.65 | 21.70 | 9.07 | + ---------|---------|---------|---------| + 33.53 | 24.65 | 21.21 | 9.31 | + ---------|---------|---------|---------| + 33.53 | 24.65 | 20.72 | 9.57 | + ---------|---------|---------|---------| + 33.53 | 24.65 | 20.24 | 9.87 | + ---------|---------|---------|---------| + 33.53 | 24.65 | 19.75 | 10.18 | + ---------|---------|---------|---------| + 33.53 | 27.42 | 28.38 | 10.84 | + ---------|---------|---------|---------| + 33.53 | 27.42 | 27.89 | 10.89 | + ---------|---------|---------|---------| + 33.53 | 27.42 | 27.41 | 10.81 | + ---------|---------|---------|---------| + 33.53 | 27.42 | 26.92 | 10.71 | + ---------|---------|---------|---------| + 33.53 | 27.42 | 26.43 | 10.59 | + ---------|---------|---------|---------| + 33.53 | 27.42 | 25.94 | 10.40 | + ---------|---------|---------|---------| + 33.53 | 27.42 | 25.45 | 10.15 | + ---------|---------|---------|---------| + 33.53 | 27.42 | 24.97 | 9.60 | + ---------|---------|---------|---------| + 33.53 | 27.42 | 24.48 | 9.41 | + ---------|---------|---------|---------| + 33.53 | 27.42 | 23.99 | 9.59 | + ---------|---------|---------|---------| + 33.53 | 27.42 | 23.50 | 9.87 | + ---------|---------|---------|---------| + 33.53 | 27.42 | 23.01 | 10.19 | + ---------|---------|---------|---------| + 33.53 | 27.42 | 22.52 | 10.54 | + ---------|---------|---------|---------| + 33.53 | 30.20 | 31.16 | 10.78 | + ---------|---------|---------|---------| + 33.53 | 30.20 | 30.67 | 10.94 | + ---------|---------|---------|---------| + 33.53 | 30.20 | 30.18 | 11.00 | + ---------|---------|---------|---------| + 33.53 | 30.20 | 29.70 | 10.97 | + ---------|---------|---------|---------| + 33.53 | 30.20 | 29.21 | 10.88 | + ---------|---------|---------|---------| + 33.53 | 30.20 | 28.72 | 10.74 | + ---------|---------|---------|---------| + 33.53 | 30.20 | 28.23 | 10.51 | + ---------|---------|---------|---------| + 33.53 | 30.20 | 27.74 | 9.98 | + ---------|---------|---------|---------| + 33.53 | 30.20 | 27.26 | 9.83 | + ---------|---------|---------|---------| + 33.53 | 30.20 | 26.77 | 9.97 | + ---------|---------|---------|---------| + 33.53 | 30.20 | 26.28 | 10.23 | + ---------|---------|---------|---------| + 33.53 | 30.20 | 25.79 | 10.57 | + ---------|---------|---------|---------| + 33.53 | 30.20 | 25.30 | 10.95 | + ---------|---------|---------|---------| + 33.53 | 32.98 | 33.94 | 10.67 | + ---------|---------|---------|---------| + 33.53 | 32.98 | 33.45 | 10.91 | + ---------|---------|---------|---------| + 33.53 | 32.98 | 32.96 | 11.09 | + ---------|---------|---------|---------| + 33.53 | 32.98 | 32.47 | 11.15 | + ---------|---------|---------|---------| + 33.53 | 32.98 | 31.99 | 11.15 | + ---------|---------|---------|---------| + 33.53 | 32.98 | 31.50 | 11.04 | + ---------|---------|---------|---------| + 33.53 | 32.98 | 31.01 | 10.85 | + ---------|---------|---------|---------| + 33.53 | 32.98 | 30.52 | 10.33 | + ---------|---------|---------|---------| + 33.53 | 32.98 | 30.03 | 10.22 | + ---------|---------|---------|---------| + 33.53 | 32.98 | 29.54 | 10.41 | + ---------|---------|---------|---------| + 33.53 | 32.98 | 29.06 | 10.62 | + ---------|---------|---------|---------| + 33.53 | 32.98 | 28.57 | 10.98 | + ---------|---------|---------|---------| + 33.53 | 32.98 | 28.08 | 11.39 | + ---------|---------|---------|---------| + 33.53 | 35.76 | 36.72 | 10.56 | + ---------|---------|---------|---------| + 33.53 | 35.76 | 36.23 | 10.85 | + ---------|---------|---------|---------| + 33.53 | 35.76 | 35.74 | 11.11 | + ---------|---------|---------|---------| + 33.53 | 35.76 | 35.25 | 11.26 | + ---------|---------|---------|---------| + 33.53 | 35.76 | 34.76 | 11.34 | + ---------|---------|---------|---------| + 33.53 | 35.76 | 34.28 | 11.31 | + ---------|---------|---------|---------| + 33.53 | 35.76 | 33.79 | 11.14 | + ---------|---------|---------|---------| + 33.53 | 35.76 | 33.30 | 10.65 | + ---------|---------|---------|---------| + 33.53 | 35.76 | 32.81 | 10.56 | + ---------|---------|---------|---------| + 33.53 | 35.76 | 32.32 | 10.81 | + ---------|---------|---------|---------| + 33.53 | 35.76 | 31.83 | 11.08 | + ---------|---------|---------|---------| + 33.53 | 35.76 | 31.35 | 11.41 | + ---------|---------|---------|---------| + 33.53 | 35.76 | 30.86 | 11.85 | + ---------|---------|---------|---------| + 36.31 | 10.76 | 11.72 | 5.51 | + ---------|---------|---------|---------| + 36.31 | 10.76 | 11.23 | - | Circle center point too low. + ---------|---------|---------|---------| + 36.31 | 10.76 | 10.74 | - | Circle center point too low. + ---------|---------|---------|---------| + 36.31 | 10.76 | 10.25 | - | Circle center point too low. + ---------|---------|---------|---------| + 36.31 | 10.76 | 9.76 | - | Circle center point too low. + ---------|---------|---------|---------| + 36.31 | 10.76 | 9.28 | - | Circle center point too low. + ---------|---------|---------|---------| + 36.31 | 10.76 | 8.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 36.31 | 10.76 | 8.30 | - | Circle center point too low. + ---------|---------|---------|---------| + 36.31 | 10.76 | 7.81 | - | Circle center point too low. + ---------|---------|---------|---------| + 36.31 | 10.76 | 7.32 | - | Circle center point too low. + ---------|---------|---------|---------| + 36.31 | 10.76 | 6.83 | - | Circle center point too low. + ---------|---------|---------|---------| + 36.31 | 10.76 | 6.35 | - | Circle center point too low. + ---------|---------|---------|---------| + 36.31 | 10.76 | 5.86 | - | Circle center point too low. + ---------|---------|---------|---------| + 36.31 | 13.54 | 14.49 | 4.94 | + ---------|---------|---------|---------| + 36.31 | 13.54 | 14.01 | 4.85 | + ---------|---------|---------|---------| + 36.31 | 13.54 | 13.52 | 4.78 | + ---------|---------|---------|---------| + 36.31 | 13.54 | 13.03 | 4.72 | + ---------|---------|---------|---------| + 36.31 | 13.54 | 12.54 | 4.69 | + ---------|---------|---------|---------| + 36.31 | 13.54 | 12.05 | 4.67 | + ---------|---------|---------|---------| + 36.31 | 13.54 | 11.56 | 4.68 | + ---------|---------|---------|---------| + 36.31 | 13.54 | 11.08 | 4.63 | + ---------|---------|---------|---------| + 36.31 | 13.54 | 10.59 | 4.74 | + ---------|---------|---------|---------| + 36.31 | 13.54 | 10.10 | 4.97 | + ---------|---------|---------|---------| + 36.31 | 13.54 | 9.61 | 5.21 | + ---------|---------|---------|---------| + 36.31 | 13.54 | 9.12 | 5.49 | + ---------|---------|---------|---------| + 36.31 | 13.54 | 8.64 | 5.79 | + ---------|---------|---------|---------| + 36.31 | 16.31 | 17.27 | 4.97 | + ---------|---------|---------|---------| + 36.31 | 16.31 | 16.78 | 4.82 | + ---------|---------|---------|---------| + 36.31 | 16.31 | 16.30 | 4.70 | + ---------|---------|---------|---------| + 36.31 | 16.31 | 15.81 | 4.58 | + ---------|---------|---------|---------| + 36.31 | 16.31 | 15.32 | 4.48 | + ---------|---------|---------|---------| + 36.31 | 16.31 | 14.83 | 4.38 | + ---------|---------|---------|---------| + 36.31 | 16.31 | 14.34 | 4.28 | + ---------|---------|---------|---------| + 36.31 | 16.31 | 13.85 | 4.12 | + ---------|---------|---------|---------| + 36.31 | 16.31 | 13.37 | 4.13 | + ---------|---------|---------|---------| + 36.31 | 16.31 | 12.88 | 4.28 | + ---------|---------|---------|---------| + 36.31 | 16.31 | 12.39 | 4.45 | + ---------|---------|---------|---------| + 36.31 | 16.31 | 11.90 | 4.67 | + ---------|---------|---------|---------| + 36.31 | 16.31 | 11.41 | 4.93 | + ---------|---------|---------|---------| + 36.31 | 19.09 | 20.05 | 5.17 | + ---------|---------|---------|---------| + 36.31 | 19.09 | 19.56 | 5.02 | + ---------|---------|---------|---------| + 36.31 | 19.09 | 19.07 | 4.86 | + ---------|---------|---------|---------| + 36.31 | 19.09 | 18.58 | 4.71 | + ---------|---------|---------|---------| + 36.31 | 19.09 | 18.10 | 4.57 | + ---------|---------|---------|---------| + 36.31 | 19.09 | 17.61 | 4.44 | + ---------|---------|---------|---------| + 36.31 | 19.09 | 17.12 | 4.29 | + ---------|---------|---------|---------| + 36.31 | 19.09 | 16.63 | 4.08 | + ---------|---------|---------|---------| + 36.31 | 19.09 | 16.14 | 4.03 | + ---------|---------|---------|---------| + 36.31 | 19.09 | 15.66 | 4.11 | + ---------|---------|---------|---------| + 36.31 | 19.09 | 15.17 | 4.24 | + ---------|---------|---------|---------| + 36.31 | 19.09 | 14.68 | 4.39 | + ---------|---------|---------|---------| + 36.31 | 19.09 | 14.19 | 4.58 | + ---------|---------|---------|---------| + 36.31 | 21.87 | 22.83 | 5.41 | + ---------|---------|---------|---------| + 36.31 | 21.87 | 22.34 | 5.27 | + ---------|---------|---------|---------| + 36.31 | 21.87 | 21.85 | 5.11 | + ---------|---------|---------|---------| + 36.31 | 21.87 | 21.36 | 4.95 | + ---------|---------|---------|---------| + 36.31 | 21.87 | 20.87 | 4.78 | + ---------|---------|---------|---------| + 36.31 | 21.87 | 20.39 | 4.62 | + ---------|---------|---------|---------| + 36.31 | 21.87 | 19.90 | 4.45 | + ---------|---------|---------|---------| + 36.31 | 21.87 | 19.41 | 4.20 | + ---------|---------|---------|---------| + 36.31 | 21.87 | 18.92 | 4.12 | + ---------|---------|---------|---------| + 36.31 | 21.87 | 18.43 | 4.17 | + ---------|---------|---------|---------| + 36.31 | 21.87 | 17.95 | 4.26 | + ---------|---------|---------|---------| + 36.31 | 21.87 | 17.46 | 4.39 | + ---------|---------|---------|---------| + 36.31 | 21.87 | 16.97 | 4.55 | + ---------|---------|---------|---------| + 36.31 | 24.65 | 25.60 | 5.63 | + ---------|---------|---------|---------| + 36.31 | 24.65 | 25.12 | 5.52 | + ---------|---------|---------|---------| + 36.31 | 24.65 | 24.63 | 5.39 | + ---------|---------|---------|---------| + 36.31 | 24.65 | 24.14 | 5.23 | + ---------|---------|---------|---------| + 36.31 | 24.65 | 23.65 | 5.06 | + ---------|---------|---------|---------| + 36.31 | 24.65 | 23.16 | 4.87 | + ---------|---------|---------|---------| + 36.31 | 24.65 | 22.68 | 4.68 | + ---------|---------|---------|---------| + 36.31 | 24.65 | 22.19 | 4.39 | + ---------|---------|---------|---------| + 36.31 | 24.65 | 21.70 | 4.29 | + ---------|---------|---------|---------| + 36.31 | 24.65 | 21.21 | 4.33 | + ---------|---------|---------|---------| + 36.31 | 24.65 | 20.72 | 4.39 | + ---------|---------|---------|---------| + 36.31 | 24.65 | 20.24 | 4.50 | + ---------|---------|---------|---------| + 36.31 | 24.65 | 19.75 | 4.65 | + ---------|---------|---------|---------| + 36.31 | 27.42 | 28.38 | 5.81 | + ---------|---------|---------|---------| + 36.31 | 27.42 | 27.89 | 5.73 | + ---------|---------|---------|---------| + 36.31 | 27.42 | 27.41 | 5.64 | + ---------|---------|---------|---------| + 36.31 | 27.42 | 26.92 | 5.51 | + ---------|---------|---------|---------| + 36.31 | 27.42 | 26.43 | 5.35 | + ---------|---------|---------|---------| + 36.31 | 27.42 | 25.94 | 5.16 | + ---------|---------|---------|---------| + 36.31 | 27.42 | 25.45 | 4.94 | + ---------|---------|---------|---------| + 36.31 | 27.42 | 24.97 | 4.62 | + ---------|---------|---------|---------| + 36.31 | 27.42 | 24.48 | 4.51 | + ---------|---------|---------|---------| + 36.31 | 27.42 | 23.99 | 4.53 | + ---------|---------|---------|---------| + 36.31 | 27.42 | 23.50 | 4.58 | + ---------|---------|---------|---------| + 36.31 | 27.42 | 23.01 | 4.67 | + ---------|---------|---------|---------| + 36.31 | 27.42 | 22.52 | 4.81 | + ---------|---------|---------|---------| + 36.31 | 30.20 | 31.16 | 5.99 | + ---------|---------|---------|---------| + 36.31 | 30.20 | 30.67 | 5.91 | + ---------|---------|---------|---------| + 36.31 | 30.20 | 30.18 | 5.84 | + ---------|---------|---------|---------| + 36.31 | 30.20 | 29.70 | 5.75 | + ---------|---------|---------|---------| + 36.31 | 30.20 | 29.21 | 5.63 | + ---------|---------|---------|---------| + 36.31 | 30.20 | 28.72 | 5.46 | + ---------|---------|---------|---------| + 36.31 | 30.20 | 28.23 | 5.23 | + ---------|---------|---------|---------| + 36.31 | 30.20 | 27.74 | 4.88 | + ---------|---------|---------|---------| + 36.31 | 30.20 | 27.26 | 4.74 | + ---------|---------|---------|---------| + 36.31 | 30.20 | 26.77 | 4.75 | + ---------|---------|---------|---------| + 36.31 | 30.20 | 26.28 | 4.80 | + ---------|---------|---------|---------| + 36.31 | 30.20 | 25.79 | 4.88 | + ---------|---------|---------|---------| + 36.31 | 30.20 | 25.30 | 5.01 | + ---------|---------|---------|---------| + 36.31 | 32.98 | 33.94 | 6.18 | + ---------|---------|---------|---------| + 36.31 | 32.98 | 33.45 | 6.09 | + ---------|---------|---------|---------| + 36.31 | 32.98 | 32.96 | 6.03 | + ---------|---------|---------|---------| + 36.31 | 32.98 | 32.47 | 5.96 | + ---------|---------|---------|---------| + 36.31 | 32.98 | 31.99 | 5.87 | + ---------|---------|---------|---------| + 36.31 | 32.98 | 31.50 | 5.73 | + ---------|---------|---------|---------| + 36.31 | 32.98 | 31.01 | 5.52 | + ---------|---------|---------|---------| + 36.31 | 32.98 | 30.52 | 5.15 | + ---------|---------|---------|---------| + 36.31 | 32.98 | 30.03 | 5.00 | + ---------|---------|---------|---------| + 36.31 | 32.98 | 29.54 | 5.00 | + ---------|---------|---------|---------| + 36.31 | 32.98 | 29.06 | 5.04 | + ---------|---------|---------|---------| + 36.31 | 32.98 | 28.57 | 5.11 | + ---------|---------|---------|---------| + 36.31 | 32.98 | 28.08 | 5.23 | + ---------|---------|---------|---------| + 36.31 | 35.76 | 36.72 | 6.37 | + ---------|---------|---------|---------| + 36.31 | 35.76 | 36.23 | 6.28 | + ---------|---------|---------|---------| + 36.31 | 35.76 | 35.74 | 6.21 | + ---------|---------|---------|---------| + 36.31 | 35.76 | 35.25 | 6.14 | + ---------|---------|---------|---------| + 36.31 | 35.76 | 34.76 | 6.08 | + ---------|---------|---------|---------| + 36.31 | 35.76 | 34.28 | 5.97 | + ---------|---------|---------|---------| + 36.31 | 35.76 | 33.79 | 5.79 | + ---------|---------|---------|---------| + 36.31 | 35.76 | 33.30 | 5.43 | + ---------|---------|---------|---------| + 36.31 | 35.76 | 32.81 | 5.27 | + ---------|---------|---------|---------| + 36.31 | 35.76 | 32.32 | 5.26 | + ---------|---------|---------|---------| + 36.31 | 35.76 | 31.83 | 5.29 | + ---------|---------|---------|---------| + 36.31 | 35.76 | 31.35 | 5.36 | + ---------|---------|---------|---------| + 36.31 | 35.76 | 30.86 | 5.47 | + ---------|---------|---------|---------| + 39.08 | 10.76 | 11.72 | - | Circle center point too low. + ---------|---------|---------|---------| + 39.08 | 10.76 | 11.23 | - | Circle center point too low. + ---------|---------|---------|---------| + 39.08 | 10.76 | 10.74 | - | Circle center point too low. + ---------|---------|---------|---------| + 39.08 | 10.76 | 10.25 | - | Circle center point too low. + ---------|---------|---------|---------| + 39.08 | 10.76 | 9.76 | - | Circle center point too low. + ---------|---------|---------|---------| + 39.08 | 10.76 | 9.28 | - | Circle center point too low. + ---------|---------|---------|---------| + 39.08 | 10.76 | 8.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 39.08 | 10.76 | 8.30 | 3.29 | + ---------|---------|---------|---------| + 39.08 | 10.76 | 7.81 | 3.33 | + ---------|---------|---------|---------| + 39.08 | 10.76 | 7.32 | 3.37 | + ---------|---------|---------|---------| + 39.08 | 10.76 | 6.83 | 3.44 | + ---------|---------|---------|---------| + 39.08 | 10.76 | 6.35 | 3.48 | + ---------|---------|---------|---------| + 39.08 | 10.76 | 5.86 | 3.47 | + ---------|---------|---------|---------| + 39.08 | 13.54 | 14.49 | 3.52 | + ---------|---------|---------|---------| + 39.08 | 13.54 | 14.01 | 3.47 | + ---------|---------|---------|---------| + 39.08 | 13.54 | 13.52 | 3.42 | + ---------|---------|---------|---------| + 39.08 | 13.54 | 13.03 | 3.35 | + ---------|---------|---------|---------| + 39.08 | 13.54 | 12.54 | 3.29 | + ---------|---------|---------|---------| + 39.08 | 13.54 | 12.05 | 3.20 | + ---------|---------|---------|---------| + 39.08 | 13.54 | 11.56 | 3.10 | + ---------|---------|---------|---------| + 39.08 | 13.54 | 11.08 | 2.90 | + ---------|---------|---------|---------| + 39.08 | 13.54 | 10.59 | 2.92 | + ---------|---------|---------|---------| + 39.08 | 13.54 | 10.10 | 2.95 | + ---------|---------|---------|---------| + 39.08 | 13.54 | 9.61 | 2.98 | + ---------|---------|---------|---------| + 39.08 | 13.54 | 9.12 | 3.04 | + ---------|---------|---------|---------| + 39.08 | 13.54 | 8.64 | 3.09 | + ---------|---------|---------|---------| + 39.08 | 16.31 | 17.27 | 3.41 | + ---------|---------|---------|---------| + 39.08 | 16.31 | 16.78 | 3.35 | + ---------|---------|---------|---------| + 39.08 | 16.31 | 16.30 | 3.29 | + ---------|---------|---------|---------| + 39.08 | 16.31 | 15.81 | 3.22 | + ---------|---------|---------|---------| + 39.08 | 16.31 | 15.32 | 3.14 | + ---------|---------|---------|---------| + 39.08 | 16.31 | 14.83 | 3.06 | + ---------|---------|---------|---------| + 39.08 | 16.31 | 14.34 | 2.97 | + ---------|---------|---------|---------| + 39.08 | 16.31 | 13.85 | 2.79 | + ---------|---------|---------|---------| + 39.08 | 16.31 | 13.37 | 2.80 | + ---------|---------|---------|---------| + 39.08 | 16.31 | 12.88 | 2.83 | + ---------|---------|---------|---------| + 39.08 | 16.31 | 12.39 | 2.87 | + ---------|---------|---------|---------| + 39.08 | 16.31 | 11.90 | 2.93 | + ---------|---------|---------|---------| + 39.08 | 16.31 | 11.41 | 3.01 | + ---------|---------|---------|---------| + 39.08 | 19.09 | 20.05 | 3.44 | + ---------|---------|---------|---------| + 39.08 | 19.09 | 19.56 | 3.37 | + ---------|---------|---------|---------| + 39.08 | 19.09 | 19.07 | 3.31 | + ---------|---------|---------|---------| + 39.08 | 19.09 | 18.58 | 3.24 | + ---------|---------|---------|---------| + 39.08 | 19.09 | 18.10 | 3.16 | + ---------|---------|---------|---------| + 39.08 | 19.09 | 17.61 | 3.08 | + ---------|---------|---------|---------| + 39.08 | 19.09 | 17.12 | 2.96 | + ---------|---------|---------|---------| + 39.08 | 19.09 | 16.63 | 2.76 | + ---------|---------|---------|---------| + 39.08 | 19.09 | 16.14 | 2.78 | + ---------|---------|---------|---------| + 39.08 | 19.09 | 15.66 | 2.81 | + ---------|---------|---------|---------| + 39.08 | 19.09 | 15.17 | 2.86 | + ---------|---------|---------|---------| + 39.08 | 19.09 | 14.68 | 2.92 | + ---------|---------|---------|---------| + 39.08 | 19.09 | 14.19 | 3.00 | + ---------|---------|---------|---------| + 39.08 | 21.87 | 22.83 | 3.56 | + ---------|---------|---------|---------| + 39.08 | 21.87 | 22.34 | 3.47 | + ---------|---------|---------|---------| + 39.08 | 21.87 | 21.85 | 3.39 | + ---------|---------|---------|---------| + 39.08 | 21.87 | 21.36 | 3.32 | + ---------|---------|---------|---------| + 39.08 | 21.87 | 20.87 | 3.25 | + ---------|---------|---------|---------| + 39.08 | 21.87 | 20.39 | 3.16 | + ---------|---------|---------|---------| + 39.08 | 21.87 | 19.90 | 3.05 | + ---------|---------|---------|---------| + 39.08 | 21.87 | 19.41 | 2.83 | + ---------|---------|---------|---------| + 39.08 | 21.87 | 18.92 | 2.83 | + ---------|---------|---------|---------| + 39.08 | 21.87 | 18.43 | 2.85 | + ---------|---------|---------|---------| + 39.08 | 21.87 | 17.95 | 2.89 | + ---------|---------|---------|---------| + 39.08 | 21.87 | 17.46 | 2.95 | + ---------|---------|---------|---------| + 39.08 | 21.87 | 16.97 | 3.04 | + ---------|---------|---------|---------| + 39.08 | 24.65 | 25.60 | 3.72 | + ---------|---------|---------|---------| + 39.08 | 24.65 | 25.12 | 3.62 | + ---------|---------|---------|---------| + 39.08 | 24.65 | 24.63 | 3.53 | + ---------|---------|---------|---------| + 39.08 | 24.65 | 24.14 | 3.45 | + ---------|---------|---------|---------| + 39.08 | 24.65 | 23.65 | 3.37 | + ---------|---------|---------|---------| + 39.08 | 24.65 | 23.16 | 3.29 | + ---------|---------|---------|---------| + 39.08 | 24.65 | 22.68 | 3.17 | + ---------|---------|---------|---------| + 39.08 | 24.65 | 22.19 | 2.95 | + ---------|---------|---------|---------| + 39.08 | 24.65 | 21.70 | 2.94 | + ---------|---------|---------|---------| + 39.08 | 24.65 | 21.21 | 2.95 | + ---------|---------|---------|---------| + 39.08 | 24.65 | 20.72 | 2.98 | + ---------|---------|---------|---------| + 39.08 | 24.65 | 20.24 | 3.03 | + ---------|---------|---------|---------| + 39.08 | 24.65 | 19.75 | 3.10 | + ---------|---------|---------|---------| + 39.08 | 27.42 | 28.38 | 3.93 | + ---------|---------|---------|---------| + 39.08 | 27.42 | 27.89 | 3.81 | + ---------|---------|---------|---------| + 39.08 | 27.42 | 27.41 | 3.70 | + ---------|---------|---------|---------| + 39.08 | 27.42 | 26.92 | 3.60 | + ---------|---------|---------|---------| + 39.08 | 27.42 | 26.43 | 3.51 | + ---------|---------|---------|---------| + 39.08 | 27.42 | 25.94 | 3.43 | + ---------|---------|---------|---------| + 39.08 | 27.42 | 25.45 | 3.31 | + ---------|---------|---------|---------| + 39.08 | 27.42 | 24.97 | 3.08 | + ---------|---------|---------|---------| + 39.08 | 27.42 | 24.48 | 3.08 | + ---------|---------|---------|---------| + 39.08 | 27.42 | 23.99 | 3.08 | + ---------|---------|---------|---------| + 39.08 | 27.42 | 23.50 | 3.10 | + ---------|---------|---------|---------| + 39.08 | 27.42 | 23.01 | 3.15 | + ---------|---------|---------|---------| + 39.08 | 27.42 | 22.52 | 3.21 | + ---------|---------|---------|---------| + 39.08 | 30.20 | 31.16 | 4.15 | + ---------|---------|---------|---------| + 39.08 | 30.20 | 30.67 | 4.01 | + ---------|---------|---------|---------| + 39.08 | 30.20 | 30.18 | 3.89 | + ---------|---------|---------|---------| + 39.08 | 30.20 | 29.70 | 3.78 | + ---------|---------|---------|---------| + 39.08 | 30.20 | 29.21 | 3.67 | + ---------|---------|---------|---------| + 39.08 | 30.20 | 28.72 | 3.58 | + ---------|---------|---------|---------| + 39.08 | 30.20 | 28.23 | 3.46 | + ---------|---------|---------|---------| + 39.08 | 30.20 | 27.74 | 3.22 | + ---------|---------|---------|---------| + 39.08 | 30.20 | 27.26 | 3.23 | + ---------|---------|---------|---------| + 39.08 | 30.20 | 26.77 | 3.24 | + ---------|---------|---------|---------| + 39.08 | 30.20 | 26.28 | 3.25 | + ---------|---------|---------|---------| + 39.08 | 30.20 | 25.79 | 3.29 | + ---------|---------|---------|---------| + 39.08 | 30.20 | 25.30 | 3.35 | + ---------|---------|---------|---------| + 39.08 | 32.98 | 33.94 | 4.45 | + ---------|---------|---------|---------| + 39.08 | 32.98 | 33.45 | 4.23 | + ---------|---------|---------|---------| + 39.08 | 32.98 | 32.96 | 4.10 | + ---------|---------|---------|---------| + 39.08 | 32.98 | 32.47 | 3.97 | + ---------|---------|---------|---------| + 39.08 | 32.98 | 31.99 | 3.85 | + ---------|---------|---------|---------| + 39.08 | 32.98 | 31.50 | 3.74 | + ---------|---------|---------|---------| + 39.08 | 32.98 | 31.01 | 3.62 | + ---------|---------|---------|---------| + 39.08 | 32.98 | 30.52 | 3.37 | + ---------|---------|---------|---------| + 39.08 | 32.98 | 30.03 | 3.38 | + ---------|---------|---------|---------| + 39.08 | 32.98 | 29.54 | 3.39 | + ---------|---------|---------|---------| + 39.08 | 32.98 | 29.06 | 3.41 | + ---------|---------|---------|---------| + 39.08 | 32.98 | 28.57 | 3.44 | + ---------|---------|---------|---------| + 39.08 | 32.98 | 28.08 | 3.51 | + ---------|---------|---------|---------| + 39.08 | 35.76 | 36.72 | 4.85 | + ---------|---------|---------|---------| + 39.08 | 35.76 | 36.23 | 4.54 | + ---------|---------|---------|---------| + 39.08 | 35.76 | 35.74 | 4.31 | + ---------|---------|---------|---------| + 39.08 | 35.76 | 35.25 | 4.17 | + ---------|---------|---------|---------| + 39.08 | 35.76 | 34.76 | 4.05 | + ---------|---------|---------|---------| + 39.08 | 35.76 | 34.28 | 3.92 | + ---------|---------|---------|---------| + 39.08 | 35.76 | 33.79 | 3.78 | + ---------|---------|---------|---------| + 39.08 | 35.76 | 33.30 | 3.51 | + ---------|---------|---------|---------| + 39.08 | 35.76 | 32.81 | 3.53 | + ---------|---------|---------|---------| + 39.08 | 35.76 | 32.32 | 3.55 | + ---------|---------|---------|---------| + 39.08 | 35.76 | 31.83 | 3.58 | + ---------|---------|---------|---------| + 39.08 | 35.76 | 31.35 | 3.61 | + ---------|---------|---------|---------| + 39.08 | 35.76 | 30.86 | 3.67 | + ---------|---------|---------|---------| + 41.86 | 10.76 | 11.72 | - | Circle center point too low. + ---------|---------|---------|---------| + 41.86 | 10.76 | 11.23 | - | Circle center point too low. + ---------|---------|---------|---------| + 41.86 | 10.76 | 10.74 | 2.89 | + ---------|---------|---------|---------| + 41.86 | 10.76 | 10.25 | 2.80 | + ---------|---------|---------|---------| + 41.86 | 10.76 | 9.76 | 2.70 | + ---------|---------|---------|---------| + 41.86 | 10.76 | 9.28 | 2.57 | + ---------|---------|---------|---------| + 41.86 | 10.76 | 8.79 | 2.41 | + ---------|---------|---------|---------| + 41.86 | 10.76 | 8.30 | 2.26 | + ---------|---------|---------|---------| 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10.59 | 2.13 | + ---------|---------|---------|---------| + 41.86 | 13.54 | 10.10 | 2.09 | + ---------|---------|---------|---------| + 41.86 | 13.54 | 9.61 | 2.04 | + ---------|---------|---------|---------| + 41.86 | 13.54 | 9.12 | 2.01 | + ---------|---------|---------|---------| + 41.86 | 13.54 | 8.64 | 2.00 | + ---------|---------|---------|---------| + 41.86 | 16.31 | 17.27 | 2.68 | + ---------|---------|---------|---------| + 41.86 | 16.31 | 16.78 | 2.63 | + ---------|---------|---------|---------| + 41.86 | 16.31 | 16.30 | 2.58 | + ---------|---------|---------|---------| + 41.86 | 16.31 | 15.81 | 2.54 | + ---------|---------|---------|---------| + 41.86 | 16.31 | 15.32 | 2.49 | + ---------|---------|---------|---------| + 41.86 | 16.31 | 14.83 | 2.43 | + ---------|---------|---------|---------| + 41.86 | 16.31 | 14.34 | 2.33 | + ---------|---------|---------|---------| + 41.86 | 16.31 | 13.85 | 2.19 | + ---------|---------|---------|---------| + 41.86 | 16.31 | 13.37 | 2.17 | 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---------|---------|---------|---------| + 47.42 | 16.31 | 13.37 | 1.58 | + ---------|---------|---------|---------| + 47.42 | 16.31 | 12.88 | 1.60 | + ---------|---------|---------|---------| + 47.42 | 16.31 | 12.39 | 1.65 | + ---------|---------|---------|---------| + 47.42 | 16.31 | 11.90 | 1.72 | + ---------|---------|---------|---------| + 47.42 | 16.31 | 11.41 | 1.82 | + ---------|---------|---------|---------| + 47.42 | 19.09 | 20.05 | 2.59 | + ---------|---------|---------|---------| + 47.42 | 19.09 | 19.56 | 2.43 | + ---------|---------|---------|---------| + 47.42 | 19.09 | 19.07 | 2.27 | + ---------|---------|---------|---------| + 47.42 | 19.09 | 18.58 | 2.11 | + ---------|---------|---------|---------| + 47.42 | 19.09 | 18.10 | 1.94 | + ---------|---------|---------|---------| + 47.42 | 19.09 | 17.61 | 1.75 | + ---------|---------|---------|---------| + 47.42 | 19.09 | 17.12 | 1.62 | + ---------|---------|---------|---------| + 47.42 | 19.09 | 16.63 | 1.58 | + ---------|---------|---------|---------| + 47.42 | 19.09 | 16.14 | 1.56 | + ---------|---------|---------|---------| + 47.42 | 19.09 | 15.66 | 1.56 | + ---------|---------|---------|---------| + 47.42 | 19.09 | 15.17 | 1.58 | + ---------|---------|---------|---------| + 47.42 | 19.09 | 14.68 | 1.66 | + ---------|---------|---------|---------| + 47.42 | 19.09 | 14.19 | 1.78 | + ---------|---------|---------|---------| + 47.42 | 21.87 | 22.83 | 2.73 | + ---------|---------|---------|---------| + 47.42 | 21.87 | 22.34 | 2.58 | + ---------|---------|---------|---------| + 47.42 | 21.87 | 21.85 | 2.44 | + ---------|---------|---------|---------| + 47.42 | 21.87 | 21.36 | 2.28 | + ---------|---------|---------|---------| + 47.42 | 21.87 | 20.87 | 2.12 | + ---------|---------|---------|---------| + 47.42 | 21.87 | 20.39 | 1.94 | + ---------|---------|---------|---------| + 47.42 | 21.87 | 19.90 | 1.70 | + ---------|---------|---------|---------| + 47.42 | 21.87 | 19.41 | 1.65 | + ---------|---------|---------|---------| + 47.42 | 21.87 | 18.92 | 1.62 | + ---------|---------|---------|---------| + 47.42 | 21.87 | 18.43 | 1.60 | + ---------|---------|---------|---------| + 47.42 | 21.87 | 17.95 | 1.60 | + ---------|---------|---------|---------| + 47.42 | 21.87 | 17.46 | 1.64 | + ---------|---------|---------|---------| + 47.42 | 21.87 | 16.97 | 1.73 | + ---------|---------|---------|---------| + 47.42 | 24.65 | 25.60 | 2.86 | + ---------|---------|---------|---------| + 47.42 | 24.65 | 25.12 | 2.72 | + ---------|---------|---------|---------| + 47.42 | 24.65 | 24.63 | 2.58 | + ---------|---------|---------|---------| + 47.42 | 24.65 | 24.14 | 2.44 | + ---------|---------|---------|---------| + 47.42 | 24.65 | 23.65 | 2.29 | + ---------|---------|---------|---------| + 47.42 | 24.65 | 23.16 | 2.11 | + ---------|---------|---------|---------| + 47.42 | 24.65 | 22.68 | 1.90 | + ---------|---------|---------|---------| + 47.42 | 24.65 | 22.19 | 1.73 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=30.09 till 58.16 taken. + ---------|---------|---------|---------| + 47.42 | 24.65 | 21.70 | 1.69 | + ---------|---------|---------|---------| + 47.42 | 24.65 | 21.21 | 1.67 | + ---------|---------|---------|---------| + 47.42 | 24.65 | 20.72 | 1.67 | + ---------|---------|---------|---------| + 47.42 | 24.65 | 20.24 | 1.69 | + ---------|---------|---------|---------| + 47.42 | 24.65 | 19.75 | 1.75 | + ---------|---------|---------|---------| + 47.42 | 27.42 | 28.38 | 3.00 | + ---------|---------|---------|---------| + 47.42 | 27.42 | 27.89 | 2.85 | + ---------|---------|---------|---------| + 47.42 | 27.42 | 27.41 | 2.71 | + ---------|---------|---------|---------| + 47.42 | 27.42 | 26.92 | 2.58 | + ---------|---------|---------|---------| + 47.42 | 27.42 | 26.43 | 2.44 | + ---------|---------|---------|---------| + 47.42 | 27.42 | 25.94 | 2.26 | + ---------|---------|---------|---------| + 47.42 | 27.42 | 25.45 | 2.05 | + ---------|---------|---------|---------| + 47.42 | 27.42 | 24.97 | 1.93 | + ---------|---------|---------|---------| + 47.42 | 27.42 | 24.48 | 1.77 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=29.43 till 57.42 taken. + ---------|---------|---------|---------| + 47.42 | 27.42 | 23.99 | 1.75 | + ---------|---------|---------|---------| + 47.42 | 27.42 | 23.50 | 1.75 | + ---------|---------|---------|---------| + 47.42 | 27.42 | 23.01 | 1.77 | + ---------|---------|---------|---------| + 47.42 | 27.42 | 22.52 | 1.84 | + ---------|---------|---------|---------| + 47.42 | 30.20 | 31.16 | 3.16 | + ---------|---------|---------|---------| + 47.42 | 30.20 | 30.67 | 3.00 | + ---------|---------|---------|---------| + 47.42 | 30.20 | 30.18 | 2.85 | + ---------|---------|---------|---------| + 47.42 | 30.20 | 29.70 | 2.71 | + ---------|---------|---------|---------| + 47.42 | 30.20 | 29.21 | 2.57 | + ---------|---------|---------|---------| + 47.42 | 30.20 | 28.72 | 2.40 | + ---------|---------|---------|---------| + 47.42 | 30.20 | 28.23 | 2.19 | + ---------|---------|---------|---------| + 47.42 | 30.20 | 27.74 | 2.08 | + ---------|---------|---------|---------| + 47.42 | 30.20 | 27.26 | 1.86 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=28.20 till 58.49 taken. + ---------|---------|---------|---------| + 47.42 | 30.20 | 26.77 | 1.83 | + ---------|---------|---------|---------| + 47.42 | 30.20 | 26.28 | 1.83 | + ---------|---------|---------|---------| + 47.42 | 30.20 | 25.79 | 1.85 | + ---------|---------|---------|---------| + 47.42 | 30.20 | 25.30 | 1.92 | + ---------|---------|---------|---------| + 47.42 | 32.98 | 33.94 | 3.34 | + ---------|---------|---------|---------| + 47.42 | 32.98 | 33.45 | 3.17 | + ---------|---------|---------|---------| + 47.42 | 32.98 | 32.96 | 3.01 | + ---------|---------|---------|---------| + 47.42 | 32.98 | 32.47 | 2.85 | + ---------|---------|---------|---------| + 47.42 | 32.98 | 31.99 | 2.71 | + ---------|---------|---------|---------| + 47.42 | 32.98 | 31.50 | 2.53 | + ---------|---------|---------|---------| + 47.42 | 32.98 | 31.01 | 2.32 | + ---------|---------|---------|---------| + 47.42 | 32.98 | 30.52 | 2.21 | + ---------|---------|---------|---------| + 47.42 | 32.98 | 30.03 | 2.09 | + ---------|---------|---------|---------| + 47.42 | 32.98 | 29.54 | 1.91 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=27.79 till 56.76 taken. + ---------|---------|---------|---------| + 47.42 | 32.98 | 29.06 | 1.91 | + ---------|---------|---------|---------| + 47.42 | 32.98 | 28.57 | 1.93 | + ---------|---------|---------|---------| + 47.42 | 32.98 | 28.08 | 2.00 | + ---------|---------|---------|---------| + 47.42 | 35.76 | 36.72 | 3.54 | + ---------|---------|---------|---------| + 47.42 | 35.76 | 36.23 | 3.35 | + ---------|---------|---------|---------| + 47.42 | 35.76 | 35.74 | 3.18 | + ---------|---------|---------|---------| + 47.42 | 35.76 | 35.25 | 3.01 | + ---------|---------|---------|---------| + 47.42 | 35.76 | 34.76 | 2.86 | + ---------|---------|---------|---------| + 47.42 | 35.76 | 34.28 | 2.68 | + ---------|---------|---------|---------| + 47.42 | 35.76 | 33.79 | 2.44 | + ---------|---------|---------|---------| + 47.42 | 35.76 | 33.30 | 2.34 | + ---------|---------|---------|---------| + 47.42 | 35.76 | 32.81 | 2.22 | + ---------|---------|---------|---------| + 47.42 | 35.76 | 32.32 | 1.99 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=26.70 till 57.88 taken. + ---------|---------|---------|---------| + 47.42 | 35.76 | 31.83 | 1.98 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=27.52 till 55.37 taken. + ---------|---------|---------|---------| + 47.42 | 35.76 | 31.35 | 2.01 | + ---------|---------|---------|---------| + 47.42 | 35.76 | 30.86 | 2.08 | + ---------|---------|---------|---------| + 50.19 | 10.76 | 11.72 | 3.15 | + ---------|---------|---------|---------| + 50.19 | 10.76 | 11.23 | 2.91 | + ---------|---------|---------|---------| + 50.19 | 10.76 | 10.74 | 2.64 | + ---------|---------|---------|---------| + 50.19 | 10.76 | 10.25 | 2.44 | + ---------|---------|---------|---------| + 50.19 | 10.76 | 9.76 | 2.31 | + ---------|---------|---------|---------| + 50.19 | 10.76 | 9.28 | 2.21 | + ---------|---------|---------|---------| + 50.19 | 10.76 | 8.79 | 2.17 | + ---------|---------|---------|---------| + 50.19 | 10.76 | 8.30 | 2.19 | + ---------|---------|---------|---------| + 50.19 | 10.76 | 7.81 | 2.22 | + ---------|---------|---------|---------| + 50.19 | 10.76 | 7.32 | 2.28 | + ---------|---------|---------|---------| + 50.19 | 10.76 | 6.83 | 2.42 | + ---------|---------|---------|---------| + 50.19 | 10.76 | 6.35 | 2.88 | + ---------|---------|---------|---------| + 50.19 | 10.76 | 5.86 | - | + ---------|---------|---------|---------| + 50.19 | 13.54 | 14.49 | 3.07 | + ---------|---------|---------|---------| + 50.19 | 13.54 | 14.01 | 2.89 | + ---------|---------|---------|---------| + 50.19 | 13.54 | 13.52 | 2.69 | + ---------|---------|---------|---------| + 50.19 | 13.54 | 13.03 | 2.47 | + ---------|---------|---------|---------| + 50.19 | 13.54 | 12.54 | 2.25 | + ---------|---------|---------|---------| + 50.19 | 13.54 | 12.05 | 2.02 | + ---------|---------|---------|---------| + 50.19 | 13.54 | 11.56 | 1.88 | + ---------|---------|---------|---------| + 50.19 | 13.54 | 11.08 | 1.85 | + ---------|---------|---------|---------| + 50.19 | 13.54 | 10.59 | 1.86 | + ---------|---------|---------|---------| + 50.19 | 13.54 | 10.10 | 1.92 | + ---------|---------|---------|---------| + 50.19 | 13.54 | 9.61 | 2.04 | + ---------|---------|---------|---------| + 50.19 | 13.54 | 9.12 | 2.34 | + ---------|---------|---------|---------| + 50.19 | 13.54 | 8.64 | - | + ---------|---------|---------|---------| + 50.19 | 16.31 | 17.27 | 2.91 | + ---------|---------|---------|---------| + 50.19 | 16.31 | 16.78 | 2.77 | + ---------|---------|---------|---------| + 50.19 | 16.31 | 16.30 | 2.63 | + ---------|---------|---------|---------| + 50.19 | 16.31 | 15.81 | 2.49 | + ---------|---------|---------|---------| + 50.19 | 16.31 | 15.32 | 2.34 | + ---------|---------|---------|---------| + 50.19 | 16.31 | 14.83 | 2.16 | + ---------|---------|---------|---------| + 50.19 | 16.31 | 14.34 | 1.97 | + ---------|---------|---------|---------| + 50.19 | 16.31 | 13.85 | 1.77 | + ---------|---------|---------|---------| + 50.19 | 16.31 | 13.37 | 1.70 | + ---------|---------|---------|---------| + 50.19 | 16.31 | 12.88 | 1.71 | + ---------|---------|---------|---------| + 50.19 | 16.31 | 12.39 | 1.78 | + ---------|---------|---------|---------| + 50.19 | 16.31 | 11.90 | 1.95 | + ---------|---------|---------|---------| + 50.19 | 16.31 | 11.41 | - | + ---------|---------|---------|---------| + 50.19 | 19.09 | 20.05 | 2.96 | + ---------|---------|---------|---------| + 50.19 | 19.09 | 19.56 | 2.79 | + ---------|---------|---------|---------| + 50.19 | 19.09 | 19.07 | 2.62 | + ---------|---------|---------|---------| + 50.19 | 19.09 | 18.58 | 2.47 | + ---------|---------|---------|---------| + 50.19 | 19.09 | 18.10 | 2.33 | + ---------|---------|---------|---------| + 50.19 | 19.09 | 17.61 | 2.18 | + ---------|---------|---------|---------| + 50.19 | 19.09 | 17.12 | 2.05 | + ---------|---------|---------|---------| + 50.19 | 19.09 | 16.63 | 1.93 | + ---------|---------|---------|---------| + 50.19 | 19.09 | 16.14 | 1.77 | + ---------|---------|---------|---------| + 50.19 | 19.09 | 15.66 | 1.64 | + ---------|---------|---------|---------| + 50.19 | 19.09 | 15.17 | 1.67 | + ---------|---------|---------|---------| + 50.19 | 19.09 | 14.68 | 1.75 | + ---------|---------|---------|---------| + 50.19 | 19.09 | 14.19 | - | + ---------|---------|---------|---------| + 50.19 | 21.87 | 22.83 | 3.05 | + ---------|---------|---------|---------| + 50.19 | 21.87 | 22.34 | 2.89 | + ---------|---------|---------|---------| + 50.19 | 21.87 | 21.85 | 2.73 | + ---------|---------|---------|---------| + 50.19 | 21.87 | 21.36 | 2.57 | + ---------|---------|---------|---------| + 50.19 | 21.87 | 20.87 | 2.41 | + ---------|---------|---------|---------| + 50.19 | 21.87 | 20.39 | 2.24 | + ---------|---------|---------|---------| + 50.19 | 21.87 | 19.90 | 2.10 | + ---------|---------|---------|---------| + 50.19 | 21.87 | 19.41 | 1.99 | + ---------|---------|---------|---------| + 50.19 | 21.87 | 18.92 | 1.86 | + ---------|---------|---------|---------| + 50.19 | 21.87 | 18.43 | 1.63 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=35.53 till 58.11 taken. + ---------|---------|---------|---------| + 50.19 | 21.87 | 17.95 | 1.64 | + ---------|---------|---------|---------| + 50.19 | 21.87 | 17.46 | 1.69 | + ---------|---------|---------|---------| + 50.19 | 21.87 | 16.97 | 1.86 | + ---------|---------|---------|---------| + 50.19 | 24.65 | 25.60 | 3.15 | + ---------|---------|---------|---------| + 50.19 | 24.65 | 25.12 | 2.99 | + ---------|---------|---------|---------| + 50.19 | 24.65 | 24.63 | 2.83 | + ---------|---------|---------|---------| + 50.19 | 24.65 | 24.14 | 2.68 | + ---------|---------|---------|---------| + 50.19 | 24.65 | 23.65 | 2.52 | + ---------|---------|---------|---------| + 50.19 | 24.65 | 23.16 | 2.36 | + ---------|---------|---------|---------| + 50.19 | 24.65 | 22.68 | 2.21 | + ---------|---------|---------|---------| + 50.19 | 24.65 | 22.19 | 2.08 | + ---------|---------|---------|---------| + 50.19 | 24.65 | 21.70 | 1.95 | + ---------|---------|---------|---------| + 50.19 | 24.65 | 21.21 | 1.82 | + ---------|---------|---------|---------| + 50.19 | 24.65 | 20.72 | 1.61 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=34.87 till 56.48 taken. + ---------|---------|---------|---------| + 50.19 | 24.65 | 20.24 | 1.67 | + ---------|---------|---------|---------| + 50.19 | 24.65 | 19.75 | 1.80 | + ---------|---------|---------|---------| + 50.19 | 27.42 | 28.38 | 3.24 | + ---------|---------|---------|---------| + 50.19 | 27.42 | 27.89 | 3.09 | + ---------|---------|---------|---------| + 50.19 | 27.42 | 27.41 | 2.94 | + ---------|---------|---------|---------| + 50.19 | 27.42 | 26.92 | 2.79 | + ---------|---------|---------|---------| + 50.19 | 27.42 | 26.43 | 2.64 | + ---------|---------|---------|---------| + 50.19 | 27.42 | 25.94 | 2.48 | + ---------|---------|---------|---------| + 50.19 | 27.42 | 25.45 | 2.33 | + ---------|---------|---------|---------| + 50.19 | 27.42 | 24.97 | 2.21 | + ---------|---------|---------|---------| + 50.19 | 27.42 | 24.48 | 2.08 | + ---------|---------|---------|---------| + 50.19 | 27.42 | 23.99 | 1.93 | + ---------|---------|---------|---------| + 50.19 | 27.42 | 23.50 | 1.64 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=33.68 till 57.59 taken. + ---------|---------|---------|---------| + 50.19 | 27.42 | 23.01 | 1.66 | + ---------|---------|---------|---------| + 50.19 | 27.42 | 22.52 | 1.75 | + ---------|---------|---------|---------| + 50.19 | 30.20 | 31.16 | - | + ---------|---------|---------|---------| + 50.19 | 30.20 | 30.67 | - | + ---------|---------|---------|---------| + 50.19 | 30.20 | 30.18 | 3.04 | + ---------|---------|---------|---------| + 50.19 | 30.20 | 29.70 | 2.90 | + ---------|---------|---------|---------| + 50.19 | 30.20 | 29.21 | 2.75 | + ---------|---------|---------|---------| + 50.19 | 30.20 | 28.72 | 2.59 | + ---------|---------|---------|---------| + 50.19 | 30.20 | 28.23 | 2.45 | + ---------|---------|---------|---------| + 50.19 | 30.20 | 27.74 | 2.33 | + ---------|---------|---------|---------| + 50.19 | 30.20 | 27.26 | 2.21 | + ---------|---------|---------|---------| + 50.19 | 30.20 | 26.77 | 2.07 | + ---------|---------|---------|---------| + 50.19 | 30.20 | 26.28 | 1.91 | + ---------|---------|---------|---------| + 50.19 | 30.20 | 25.79 | 1.69 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=33.32 till 55.35 taken. + ---------|---------|---------|---------| + 50.19 | 30.20 | 25.30 | 1.75 | + ---------|---------|---------|---------| + 50.19 | 32.98 | 33.94 | - | + ---------|---------|---------|---------| + 50.19 | 32.98 | 33.45 | - | + ---------|---------|---------|---------| + 50.19 | 32.98 | 32.96 | - | + ---------|---------|---------|---------| + 50.19 | 32.98 | 32.47 | 3.00 | + ---------|---------|---------|---------| + 50.19 | 32.98 | 31.99 | 2.85 | + ---------|---------|---------|---------| + 50.19 | 32.98 | 31.50 | 2.70 | + ---------|---------|---------|---------| + 50.19 | 32.98 | 31.01 | 2.56 | + ---------|---------|---------|---------| + 50.19 | 32.98 | 30.52 | 2.45 | + ---------|---------|---------|---------| + 50.19 | 32.98 | 30.03 | 2.33 | + ---------|---------|---------|---------| + 50.19 | 32.98 | 29.54 | 2.20 | + ---------|---------|---------|---------| + 50.19 | 32.98 | 29.06 | 2.05 | + ---------|---------|---------|---------| + 50.19 | 32.98 | 28.57 | 1.76 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=32.31 till 55.59 taken. + ---------|---------|---------|---------| + 50.19 | 32.98 | 28.08 | 1.79 | + ---------|---------|---------|---------| + 50.19 | 35.76 | 36.72 | - | + ---------|---------|---------|---------| + 50.19 | 35.76 | 36.23 | - | + ---------|---------|---------|---------| + 50.19 | 35.76 | 35.74 | - | + ---------|---------|---------|---------| + 50.19 | 35.76 | 35.25 | - | + ---------|---------|---------|---------| + 50.19 | 35.76 | 34.76 | 2.95 | + ---------|---------|---------|---------| + 50.19 | 35.76 | 34.28 | 2.81 | + ---------|---------|---------|---------| + 50.19 | 35.76 | 33.79 | 2.66 | + ---------|---------|---------|---------| + 50.19 | 35.76 | 33.30 | 2.56 | + ---------|---------|---------|---------| + 50.19 | 35.76 | 32.81 | 2.44 | + ---------|---------|---------|---------| + 50.19 | 35.76 | 32.32 | 2.32 | + ---------|---------|---------|---------| + 50.19 | 35.76 | 31.83 | 2.17 | + ---------|---------|---------|---------| + 50.19 | 35.76 | 31.35 | 1.83 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=31.32 till 55.81 taken. + ---------|---------|---------|---------| + 50.19 | 35.76 | 30.86 | 1.86 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=32.19 till 52.95 taken. + ---------|---------|---------|---------| + 52.97 | 10.76 | 11.72 | 7.78 | + ---------|---------|---------|---------| + 52.97 | 10.76 | 11.23 | 7.83 | + ---------|---------|---------|---------| + 52.97 | 10.76 | 10.74 | 7.75 | + ---------|---------|---------|---------| + 52.97 | 10.76 | 10.25 | 7.51 | + ---------|---------|---------|---------| + 52.97 | 10.76 | 9.76 | 7.07 | + ---------|---------|---------|---------| + 52.97 | 10.76 | 9.28 | 6.32 | + ---------|---------|---------|---------| + 52.97 | 10.76 | 8.79 | 5.10 | + ---------|---------|---------|---------| + 52.97 | 10.76 | 8.30 | 3.86 | + ---------|---------|---------|---------| + 52.97 | 10.76 | 7.81 | 3.05 | + ---------|---------|---------|---------| + 52.97 | 10.76 | 7.32 | 2.84 | + ---------|---------|---------|---------| + 52.97 | 10.76 | 6.83 | 2.80 | + ---------|---------|---------|---------| + 52.97 | 10.76 | 6.35 | - | + ---------|---------|---------|---------| + 52.97 | 10.76 | 5.86 | - | + ---------|---------|---------|---------| + 52.97 | 13.54 | 14.49 | 5.56 | + ---------|---------|---------|---------| + 52.97 | 13.54 | 14.01 | 5.53 | + ---------|---------|---------|---------| + 52.97 | 13.54 | 13.52 | 5.63 | + ---------|---------|---------|---------| + 52.97 | 13.54 | 13.03 | 5.65 | + ---------|---------|---------|---------| + 52.97 | 13.54 | 12.54 | 5.74 | + ---------|---------|---------|---------| + 52.97 | 13.54 | 12.05 | 5.85 | + ---------|---------|---------|---------| + 52.97 | 13.54 | 11.56 | 5.88 | + ---------|---------|---------|---------| + 52.97 | 13.54 | 11.08 | 5.51 | + ---------|---------|---------|---------| + 52.97 | 13.54 | 10.59 | 4.78 | + ---------|---------|---------|---------| + 52.97 | 13.54 | 10.10 | - | + ---------|---------|---------|---------| + 52.97 | 13.54 | 9.61 | 2.94 | + ---------|---------|---------|---------| + 52.97 | 13.54 | 9.12 | - | + ---------|---------|---------|---------| + 52.97 | 13.54 | 8.64 | - | + ---------|---------|---------|---------| + 52.97 | 16.31 | 17.27 | 4.56 | + ---------|---------|---------|---------| + 52.97 | 16.31 | 16.78 | 4.49 | + ---------|---------|---------|---------| + 52.97 | 16.31 | 16.30 | 4.42 | + ---------|---------|---------|---------| + 52.97 | 16.31 | 15.81 | 4.38 | + ---------|---------|---------|---------| + 52.97 | 16.31 | 15.32 | 4.39 | + ---------|---------|---------|---------| + 52.97 | 16.31 | 14.83 | 4.50 | + ---------|---------|---------|---------| + 52.97 | 16.31 | 14.34 | 4.70 | + ---------|---------|---------|---------| + 52.97 | 16.31 | 13.85 | 4.86 | + ---------|---------|---------|---------| + 52.97 | 16.31 | 13.37 | 4.91 | + ---------|---------|---------|---------| + 52.97 | 16.31 | 12.88 | 4.74 | + ---------|---------|---------|---------| + 52.97 | 16.31 | 12.39 | 4.05 | + ---------|---------|---------|---------| + 52.97 | 16.31 | 11.90 | - | + ---------|---------|---------|---------| + 52.97 | 16.31 | 11.41 | - | + ---------|---------|---------|---------| + 52.97 | 19.09 | 20.05 | 3.98 | + ---------|---------|---------|---------| + 52.97 | 19.09 | 19.56 | 3.92 | + ---------|---------|---------|---------| + 52.97 | 19.09 | 19.07 | 3.88 | + ---------|---------|---------|---------| + 52.97 | 19.09 | 18.58 | 3.82 | + ---------|---------|---------|---------| + 52.97 | 19.09 | 18.10 | 3.76 | + ---------|---------|---------|---------| + 52.97 | 19.09 | 17.61 | 3.78 | + ---------|---------|---------|---------| + 52.97 | 19.09 | 17.12 | 3.84 | + ---------|---------|---------|---------| + 52.97 | 19.09 | 16.63 | 3.92 | + ---------|---------|---------|---------| + 52.97 | 19.09 | 16.14 | 4.06 | + ---------|---------|---------|---------| + 52.97 | 19.09 | 15.66 | 4.22 | + ---------|---------|---------|---------| + 52.97 | 19.09 | 15.17 | 4.35 | + ---------|---------|---------|---------| + 52.97 | 19.09 | 14.68 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=43.56 till 57.26 taken. + ---------|---------|---------|---------| + 52.97 | 19.09 | 14.19 | - | + ---------|---------|---------|---------| + 52.97 | 21.87 | 22.83 | - | + ---------|---------|---------|---------| + 52.97 | 21.87 | 22.34 | 3.59 | + ---------|---------|---------|---------| + 52.97 | 21.87 | 21.85 | 3.50 | + ---------|---------|---------|---------| + 52.97 | 21.87 | 21.36 | 3.43 | + ---------|---------|---------|---------| + 52.97 | 21.87 | 20.87 | 3.38 | + ---------|---------|---------|---------| + 52.97 | 21.87 | 20.39 | 3.42 | + ---------|---------|---------|---------| + 52.97 | 21.87 | 19.90 | 3.45 | + ---------|---------|---------|---------| + 52.97 | 21.87 | 19.41 | 3.46 | + ---------|---------|---------|---------| + 52.97 | 21.87 | 18.92 | 3.49 | + ---------|---------|---------|---------| + 52.97 | 21.87 | 18.43 | 3.55 | + ---------|---------|---------|---------| + 52.97 | 21.87 | 17.95 | 3.67 | + ---------|---------|---------|---------| + 52.97 | 21.87 | 17.46 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=40.82 till 58.42 taken. + ---------|---------|---------|---------| + 52.97 | 21.87 | 16.97 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=43.03 till 54.40 taken. + ---------|---------|---------|---------| + 52.97 | 24.65 | 25.60 | - | + ---------|---------|---------|---------| + 52.97 | 24.65 | 25.12 | - | + ---------|---------|---------|---------| + 52.97 | 24.65 | 24.63 | 3.40 | + ---------|---------|---------|---------| + 52.97 | 24.65 | 24.14 | 3.25 | + ---------|---------|---------|---------| + 52.97 | 24.65 | 23.65 | 3.15 | + ---------|---------|---------|---------| + 52.97 | 24.65 | 23.16 | 3.13 | + ---------|---------|---------|---------| + 52.97 | 24.65 | 22.68 | 3.15 | + ---------|---------|---------|---------| + 52.97 | 24.65 | 22.19 | 3.19 | + ---------|---------|---------|---------| + 52.97 | 24.65 | 21.70 | 3.22 | + ---------|---------|---------|---------| + 52.97 | 24.65 | 21.21 | 3.23 | + ---------|---------|---------|---------| + 52.97 | 24.65 | 20.72 | 3.24 | + ---------|---------|---------|---------| + 52.97 | 24.65 | 20.24 | - | + ---------|---------|---------|---------| + 52.97 | 24.65 | 19.75 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=39.90 till 54.48 taken. + ---------|---------|---------|---------| + 52.97 | 27.42 | 28.38 | - | + ---------|---------|---------|---------| + 52.97 | 27.42 | 27.89 | - | + ---------|---------|---------|---------| + 52.97 | 27.42 | 27.41 | - | + ---------|---------|---------|---------| + 52.97 | 27.42 | 26.92 | - | + ---------|---------|---------|---------| + 52.97 | 27.42 | 26.43 | 3.12 | + ---------|---------|---------|---------| + 52.97 | 27.42 | 25.94 | 3.03 | + ---------|---------|---------|---------| + 52.97 | 27.42 | 25.45 | 2.99 | + ---------|---------|---------|---------| + 52.97 | 27.42 | 24.97 | 2.98 | + ---------|---------|---------|---------| + 52.97 | 27.42 | 24.48 | 2.99 | + ---------|---------|---------|---------| + 52.97 | 27.42 | 23.99 | 3.03 | + ---------|---------|---------|---------| + 52.97 | 27.42 | 23.50 | 3.04 | + ---------|---------|---------|---------| + 52.97 | 27.42 | 23.01 | - | + ---------|---------|---------|---------| + 52.97 | 27.42 | 22.52 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=38.49 till 54.55 taken. + ---------|---------|---------|---------| + 52.97 | 30.20 | 31.16 | - | + ---------|---------|---------|---------| + 52.97 | 30.20 | 30.67 | - | + ---------|---------|---------|---------| + 52.97 | 30.20 | 30.18 | - | + ---------|---------|---------|---------| + 52.97 | 30.20 | 29.70 | - | + ---------|---------|---------|---------| + 52.97 | 30.20 | 29.21 | - | + ---------|---------|---------|---------| + 52.97 | 30.20 | 28.72 | 3.06 | + ---------|---------|---------|---------| + 52.97 | 30.20 | 28.23 | 2.99 | + ---------|---------|---------|---------| + 52.97 | 30.20 | 27.74 | 2.92 | + ---------|---------|---------|---------| + 52.97 | 30.20 | 27.26 | 2.87 | + ---------|---------|---------|---------| + 52.97 | 30.20 | 26.77 | 2.85 | + ---------|---------|---------|---------| + 52.97 | 30.20 | 26.28 | 2.86 | + ---------|---------|---------|---------| + 52.97 | 30.20 | 25.79 | 2.89 | + ---------|---------|---------|---------| + 52.97 | 30.20 | 25.30 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=37.15 till 54.62 taken. + ---------|---------|---------|---------| + 52.97 | 32.98 | 33.94 | - | + ---------|---------|---------|---------| + 52.97 | 32.98 | 33.45 | - | + ---------|---------|---------|---------| + 52.97 | 32.98 | 32.96 | - | + ---------|---------|---------|---------| + 52.97 | 32.98 | 32.47 | - | + ---------|---------|---------|---------| + 52.97 | 32.98 | 31.99 | - | + ---------|---------|---------|---------| + 52.97 | 32.98 | 31.50 | - | + ---------|---------|---------|---------| + 52.97 | 32.98 | 31.01 | 3.04 | + ---------|---------|---------|---------| + 52.97 | 32.98 | 30.52 | 2.96 | + ---------|---------|---------|---------| + 52.97 | 32.98 | 30.03 | 2.87 | + ---------|---------|---------|---------| + 52.97 | 32.98 | 29.54 | 2.79 | + ---------|---------|---------|---------| + 52.97 | 32.98 | 29.06 | 2.75 | + ---------|---------|---------|---------| + 52.97 | 32.98 | 28.57 | 2.72 | + ---------|---------|---------|---------| + 52.97 | 32.98 | 28.08 | 2.07 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=35.88 till 54.68 taken. + ---------|---------|---------|---------| + 52.97 | 35.76 | 36.72 | - | + ---------|---------|---------|---------| + 52.97 | 35.76 | 36.23 | - | + ---------|---------|---------|---------| + 52.97 | 35.76 | 35.74 | - | + ---------|---------|---------|---------| + 52.97 | 35.76 | 35.25 | - | + ---------|---------|---------|---------| + 52.97 | 35.76 | 34.76 | - | + ---------|---------|---------|---------| + 52.97 | 35.76 | 34.28 | - | + ---------|---------|---------|---------| + 52.97 | 35.76 | 33.79 | - | + ---------|---------|---------|---------| + 52.97 | 35.76 | 33.30 | 3.01 | + ---------|---------|---------|---------| + 52.97 | 35.76 | 32.81 | 2.93 | + ---------|---------|---------|---------| + 52.97 | 35.76 | 32.32 | 2.84 | + ---------|---------|---------|---------| + 52.97 | 35.76 | 31.83 | 2.73 | + ---------|---------|---------|---------| + 52.97 | 35.76 | 31.35 | 2.66 | + ---------|---------|---------|---------| + 52.97 | 35.76 | 30.86 | 1.97 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=34.96 till 54.74 taken. + 55.75 | 10.76 | 11.72 | 27.84 | + 55.75 | 10.76 | 11.23 | 20.21 | + 55.75 | 10.76 | 10.74 | - | + 55.75 | 10.76 | 10.25 | - | + 55.75 | 10.76 | 9.76 | - | + 55.75 | 10.76 | 9.28 | - | + 55.75 | 10.76 | 8.79 | - | + 55.75 | 10.76 | 8.30 | - | + 55.75 | 10.76 | 7.81 | - | + 55.75 | 10.76 | 7.32 | - | + 55.75 | 10.76 | 6.83 | - | + 55.75 | 10.76 | 6.35 | - | + 55.75 | 10.76 | 5.86 | - | + 55.75 | 13.54 | 14.49 | 65.03 | + 55.75 | 13.54 | 14.01 | 488.02 | + 55.75 | 13.54 | 13.52 | 47.14 | + 55.75 | 13.54 | 13.03 | 23.96 | + 55.75 | 13.54 | 12.54 | 15.98 | + 55.75 | 13.54 | 12.05 | - | + 55.75 | 13.54 | 11.56 | - | + 55.75 | 13.54 | 11.08 | - | + 55.75 | 13.54 | 10.59 | - | + 55.75 | 13.54 | 10.10 | - | + 55.75 | 13.54 | 9.61 | - | + 55.75 | 13.54 | 9.12 | - | + 55.75 | 13.54 | 8.64 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=58.62 till 61.15 taken. + 55.75 | 16.31 | 17.27 | - | + 55.75 | 16.31 | 16.78 | 16.62 | + 55.75 | 16.31 | 16.30 | 24.47 | + 55.75 | 16.31 | 15.81 | 56.43 | + 55.75 | 16.31 | 15.32 | 125.83 | + 55.75 | 16.31 | 14.83 | 28.17 | + 55.75 | 16.31 | 14.34 | 16.28 | + 55.75 | 16.31 | 13.85 | - | + 55.75 | 16.31 | 13.37 | - | + 55.75 | 16.31 | 12.88 | - | + 55.75 | 16.31 | 12.39 | - | + 55.75 | 16.31 | 11.90 | - | + 55.75 | 16.31 | 11.41 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=56.70 till 62.06 taken. + 55.75 | 19.09 | 20.05 | - | + 55.75 | 19.09 | 19.56 | - | + 55.75 | 19.09 | 19.07 | - | + 55.75 | 19.09 | 18.58 | 11.68 | + 55.75 | 19.09 | 18.10 | 16.45 | + 55.75 | 19.09 | 17.61 | 33.36 | + 55.75 | 19.09 | 17.12 | 246.32 | + 55.75 | 19.09 | 16.63 | 24.54 | + 55.75 | 19.09 | 16.14 | 13.64 | + 55.75 | 19.09 | 15.66 | - | + 55.75 | 19.09 | 15.17 | - | + 55.75 | 19.09 | 14.68 | - | + 55.75 | 19.09 | 14.19 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=56.64 till 62.84 taken. + 55.75 | 21.87 | 22.83 | - | + 55.75 | 21.87 | 22.34 | - | + 55.75 | 21.87 | 21.85 | - | + 55.75 | 21.87 | 21.36 | - | + 55.75 | 21.87 | 20.87 | - | + 55.75 | 21.87 | 20.39 | 10.08 | + 55.75 | 21.87 | 19.90 | 15.12 | + 55.75 | 21.87 | 19.41 | 38.38 | + 55.75 | 21.87 | 18.92 | 48.66 | + 55.75 | 21.87 | 18.43 | 14.85 | + 55.75 | 21.87 | 17.95 | - | + 55.75 | 21.87 | 17.46 | - | + 55.75 | 21.87 | 16.97 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=56.61 till 63.55 taken. + 55.75 | 24.65 | 25.60 | - | + 55.75 | 24.65 | 25.12 | - | + 55.75 | 24.65 | 24.63 | - | + 55.75 | 24.65 | 24.14 | - | + 55.75 | 24.65 | 23.65 | - | + 55.75 | 24.65 | 23.16 | - | + 55.75 | 24.65 | 22.68 | 7.89 | + 55.75 | 24.65 | 22.19 | 10.39 | + 55.75 | 24.65 | 21.70 | 19.09 | + 55.75 | 24.65 | 21.21 | 171.35 | + 55.75 | 24.65 | 20.72 | 14.62 | + 55.75 | 24.65 | 20.24 | - | + 55.75 | 24.65 | 19.75 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=56.59 till 64.20 taken. + 55.75 | 27.42 | 28.38 | - | + 55.75 | 27.42 | 27.89 | - | + 55.75 | 27.42 | 27.41 | - | + 55.75 | 27.42 | 26.92 | - | + 55.75 | 27.42 | 26.43 | - | + 55.75 | 27.42 | 25.94 | - | + 55.75 | 27.42 | 25.45 | - | + 55.75 | 27.42 | 24.97 | 6.81 | + 55.75 | 27.42 | 24.48 | 8.58 | + 55.75 | 27.42 | 23.99 | 14.12 | + 55.75 | 27.42 | 23.50 | >999.99 | + 55.75 | 27.42 | 23.01 | - | + 55.75 | 27.42 | 22.52 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=56.58 till 64.80 taken. + 55.75 | 30.20 | 31.16 | - | + 55.75 | 30.20 | 30.67 | - | + 55.75 | 30.20 | 30.18 | - | + 55.75 | 30.20 | 29.70 | - | + 55.75 | 30.20 | 29.21 | - | + 55.75 | 30.20 | 28.72 | - | + 55.75 | 30.20 | 28.23 | - | + 55.75 | 30.20 | 27.74 | - | + 55.75 | 30.20 | 27.26 | 6.23 | + 55.75 | 30.20 | 26.77 | 7.78 | + 55.75 | 30.20 | 26.28 | 12.92 | + 55.75 | 30.20 | 25.79 | 131.77 | + 55.75 | 30.20 | 25.30 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=56.57 till 65.37 taken. + 55.75 | 32.98 | 33.94 | - | + 55.75 | 32.98 | 33.45 | - | + 55.75 | 32.98 | 32.96 | - | + 55.75 | 32.98 | 32.47 | - | + 55.75 | 32.98 | 31.99 | - | + 55.75 | 32.98 | 31.50 | - | + 55.75 | 32.98 | 31.01 | - | + 55.75 | 32.98 | 30.52 | - | + 55.75 | 32.98 | 30.03 | - | + 55.75 | 32.98 | 29.54 | 5.94 | + 55.75 | 32.98 | 29.06 | 7.60 | + 55.75 | 32.98 | 28.57 | 13.99 | + 55.75 | 32.98 | 28.08 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=39.74 till 44.94 taken. + 55.75 | 35.76 | 36.72 | - | + 55.75 | 35.76 | 36.23 | - | + 55.75 | 35.76 | 35.74 | - | + 55.75 | 35.76 | 35.25 | - | + 55.75 | 35.76 | 34.76 | - | + 55.75 | 35.76 | 34.28 | - | + 55.75 | 35.76 | 33.79 | - | + 55.75 | 35.76 | 33.30 | - | + 55.75 | 35.76 | 32.81 | - | + 55.75 | 35.76 | 32.32 | - | + 55.75 | 35.76 | 31.83 | 5.87 | + 55.75 | 35.76 | 31.35 | 7.95 | + 55.75 | 35.76 | 30.86 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=38.50 till 52.93 taken. + ---------|---------|---------|---------| + 34.92 | 17.70 | 17.68 | 6.32 | + ---------|---------|---------|---------| + 34.92 | 17.70 | 17.20 | 6.16 | + ---------|---------|---------|---------| + 34.92 | 17.70 | 16.71 | 6.01 | + ---------|---------|---------|---------| + 34.92 | 17.70 | 16.22 | 5.89 | + ---------|---------|---------|---------| + 34.92 | 17.70 | 15.73 | 5.77 | + ---------|---------|---------|---------| + 34.92 | 17.70 | 15.24 | 5.56 | + ---------|---------|---------|---------| + 34.92 | 17.70 | 14.76 | 5.55 | + ---------|---------|---------|---------| + 34.92 | 17.70 | 14.27 | 5.70 | + ---------|---------|---------|---------| + 34.92 | 17.70 | 13.78 | 5.88 | + ---------|---------|---------|---------| + 34.92 | 17.70 | 13.29 | 6.09 | + ---------|---------|---------|---------| + 34.92 | 17.70 | 12.80 | 6.35 | + ---------|---------|---------|---------| + 34.92 | 17.70 | 12.31 | 6.68 | + ---------|---------|---------|---------| + 34.92 | 17.70 | 11.83 | 7.08 | + ---------|---------|---------|---------| + 34.92 | 20.48 | 20.46 | 6.64 | + ---------|---------|---------|---------| + 34.92 | 20.48 | 19.97 | 6.42 | + ---------|---------|---------|---------| + 34.92 | 20.48 | 19.49 | 6.22 | + ---------|---------|---------|---------| + 34.92 | 20.48 | 19.00 | 6.04 | + ---------|---------|---------|---------| + 34.92 | 20.48 | 18.51 | 5.86 | + ---------|---------|---------|---------| + 34.92 | 20.48 | 18.02 | 5.58 | + ---------|---------|---------|---------| + 34.92 | 20.48 | 17.53 | 5.52 | + ---------|---------|---------|---------| + 34.92 | 20.48 | 17.04 | 5.65 | + ---------|---------|---------|---------| + 34.92 | 20.48 | 16.56 | 5.81 | + ---------|---------|---------|---------| + 34.92 | 20.48 | 16.07 | 5.98 | + ---------|---------|---------|---------| + 34.92 | 20.48 | 15.58 | 6.19 | + ---------|---------|---------|---------| + 34.92 | 20.48 | 15.09 | 6.43 | + ---------|---------|---------|---------| + 34.92 | 20.48 | 14.60 | 6.68 | + ---------|---------|---------|---------| + 34.92 | 23.26 | 23.24 | 7.04 | + ---------|---------|---------|---------| + 34.92 | 23.26 | 22.75 | 6.81 | + ---------|---------|---------|---------| + 34.92 | 23.26 | 22.26 | 6.57 | + ---------|---------|---------|---------| + 34.92 | 23.26 | 21.78 | 6.34 | + ---------|---------|---------|---------| + 34.92 | 23.26 | 21.29 | 6.10 | + ---------|---------|---------|---------| + 34.92 | 23.26 | 20.80 | 5.77 | + ---------|---------|---------|---------| + 34.92 | 23.26 | 20.31 | 5.66 | + ---------|---------|---------|---------| + 34.92 | 23.26 | 19.82 | 5.76 | + ---------|---------|---------|---------| + 34.92 | 23.26 | 19.33 | 5.91 | + ---------|---------|---------|---------| + 34.92 | 23.26 | 18.85 | 6.08 | + ---------|---------|---------|---------| + 34.92 | 23.26 | 18.36 | 6.28 | + ---------|---------|---------|---------| + 34.92 | 23.26 | 17.87 | 6.50 | + ---------|---------|---------|---------| + 34.92 | 23.26 | 17.38 | 6.71 | + ---------|---------|---------|---------| + 34.92 | 26.04 | 26.02 | 7.37 | + ---------|---------|---------|---------| + 34.92 | 26.04 | 25.53 | 7.20 | + ---------|---------|---------|---------| + 34.92 | 26.04 | 25.04 | 6.97 | + ---------|---------|---------|---------| + 34.92 | 26.04 | 24.55 | 6.72 | + ---------|---------|---------|---------| + 34.92 | 26.04 | 24.06 | 6.44 | + ---------|---------|---------|---------| + 34.92 | 26.04 | 23.58 | 6.05 | + ---------|---------|---------|---------| + 34.92 | 26.04 | 23.09 | 5.90 | + ---------|---------|---------|---------| + 34.92 | 26.04 | 22.60 | 5.96 | + ---------|---------|---------|---------| + 34.92 | 26.04 | 22.11 | 6.09 | + ---------|---------|---------|---------| + 34.92 | 26.04 | 21.62 | 6.27 | + ---------|---------|---------|---------| + 34.92 | 26.04 | 21.14 | 6.48 | + ---------|---------|---------|---------| + 34.92 | 26.04 | 20.65 | 6.70 | + ---------|---------|---------|---------| + 34.92 | 26.04 | 20.16 | 6.90 | + ---------|---------|---------|---------| + 34.92 | 28.81 | 28.80 | 7.61 | + ---------|---------|---------|---------| + 34.92 | 28.81 | 28.31 | 7.51 | + ---------|---------|---------|---------| + 34.92 | 28.81 | 27.82 | 7.34 | + ---------|---------|---------|---------| + 34.92 | 28.81 | 27.33 | 7.11 | + ---------|---------|---------|---------| + 34.92 | 28.81 | 26.84 | 6.82 | + ---------|---------|---------|---------| + 34.92 | 28.81 | 26.35 | 6.38 | + ---------|---------|---------|---------| + 34.92 | 28.81 | 25.87 | 6.19 | + ---------|---------|---------|---------| + 34.92 | 28.81 | 25.38 | 6.23 | + ---------|---------|---------|---------| + 34.92 | 28.81 | 24.89 | 6.33 | + ---------|---------|---------|---------| + 34.92 | 28.81 | 24.40 | 6.51 | + ---------|---------|---------|---------| + 34.92 | 28.81 | 23.91 | 6.73 | + ---------|---------|---------|---------| + 34.92 | 28.81 | 23.43 | 6.97 | + ---------|---------|---------|---------| + 34.92 | 28.81 | 22.94 | 7.17 | + ---------|---------|---------|---------| + 34.92 | 31.59 | 31.57 | 7.79 | + ---------|---------|---------|---------| + 34.92 | 31.59 | 31.08 | 7.75 | + ---------|---------|---------|---------| + 34.92 | 31.59 | 30.60 | 7.64 | + ---------|---------|---------|---------| + 34.92 | 31.59 | 30.11 | 7.46 | + ---------|---------|---------|---------| + 34.92 | 31.59 | 29.62 | 7.19 | + ---------|---------|---------|---------| + 34.92 | 31.59 | 29.13 | 6.74 | + ---------|---------|---------|---------| + 34.92 | 31.59 | 28.64 | 6.52 | + ---------|---------|---------|---------| + 34.92 | 31.59 | 28.16 | 6.54 | + ---------|---------|---------|---------| + 34.92 | 31.59 | 27.67 | 6.62 | + ---------|---------|---------|---------| + 34.92 | 31.59 | 27.18 | 6.78 | + ---------|---------|---------|---------| + 34.92 | 31.59 | 26.69 | 7.01 | + ---------|---------|---------|---------| + 34.92 | 31.59 | 26.20 | 7.27 | + ---------|---------|---------|---------| + 34.92 | 31.59 | 25.71 | 7.49 | + ---------|---------|---------|---------| + 34.92 | 34.37 | 34.35 | 7.91 | + ---------|---------|---------|---------| + 34.92 | 34.37 | 33.86 | 7.93 | + ---------|---------|---------|---------| + 34.92 | 34.37 | 33.37 | 7.89 | + ---------|---------|---------|---------| + 34.92 | 34.37 | 32.89 | 7.76 | + ---------|---------|---------|---------| + 34.92 | 34.37 | 32.40 | 7.53 | + ---------|---------|---------|---------| + 34.92 | 34.37 | 31.91 | 7.09 | + ---------|---------|---------|---------| + 34.92 | 34.37 | 31.42 | 6.87 | + ---------|---------|---------|---------| + 34.92 | 34.37 | 30.93 | 6.88 | + ---------|---------|---------|---------| + 34.92 | 34.37 | 30.45 | 6.94 | + ---------|---------|---------|---------| + 34.92 | 34.37 | 29.96 | 7.07 | + ---------|---------|---------|---------| + 34.92 | 34.37 | 29.47 | 7.31 | + ---------|---------|---------|---------| + 34.92 | 34.37 | 28.98 | 7.59 | + ---------|---------|---------|---------| + 34.92 | 34.37 | 28.49 | 7.83 | + ---------|---------|---------|---------| + 34.92 | 37.15 | 37.13 | 8.05 | + ---------|---------|---------|---------| + 34.92 | 37.15 | 36.64 | 8.08 | + ---------|---------|---------|---------| + 34.92 | 37.15 | 36.15 | 8.09 | + ---------|---------|---------|---------| + 34.92 | 37.15 | 35.66 | 8.01 | + ---------|---------|---------|---------| + 34.92 | 37.15 | 35.18 | 7.83 | + ---------|---------|---------|---------| + 34.92 | 37.15 | 34.69 | 7.41 | + ---------|---------|---------|---------| + 34.92 | 37.15 | 34.20 | 7.21 | + ---------|---------|---------|---------| + 34.92 | 37.15 | 33.71 | 7.23 | + ---------|---------|---------|---------| + 34.92 | 37.15 | 33.22 | 7.28 | + ---------|---------|---------|---------| + 34.92 | 37.15 | 32.74 | 7.40 | + ---------|---------|---------|---------| + 34.92 | 37.15 | 32.25 | 7.62 | + ---------|---------|---------|---------| + 34.92 | 37.15 | 31.76 | 7.92 | + ---------|---------|---------|---------| + 34.92 | 37.15 | 31.27 | 8.19 | + ---------|---------|---------|---------| + 34.92 | 39.92 | 39.91 | 8.19 | + ---------|---------|---------|---------| + 34.92 | 39.92 | 39.42 | 8.20 | + ---------|---------|---------|---------| + 34.92 | 39.92 | 38.93 | 8.25 | + ---------|---------|---------|---------| + 34.92 | 39.92 | 38.44 | 8.22 | + ---------|---------|---------|---------| + 34.92 | 39.92 | 37.95 | 8.09 | + ---------|---------|---------|---------| + 34.92 | 39.92 | 37.47 | 7.70 | + ---------|---------|---------|---------| + 34.92 | 39.92 | 36.98 | 7.52 | + ---------|---------|---------|---------| + 34.92 | 39.92 | 36.49 | 7.58 | + ---------|---------|---------|---------| + 34.92 | 39.92 | 36.00 | 7.63 | + ---------|---------|---------|---------| + 34.92 | 39.92 | 35.51 | 7.73 | + ---------|---------|---------|---------| + 34.92 | 39.92 | 35.02 | 7.95 | + ---------|---------|---------|---------| + 34.92 | 39.92 | 34.54 | 8.26 | + ---------|---------|---------|---------| + 34.92 | 39.92 | 34.05 | 8.56 | + ---------|---------|---------|---------| + 34.92 | 42.70 | 42.68 | 8.33 | + ---------|---------|---------|---------| + 34.92 | 42.70 | 42.20 | 8.32 | + ---------|---------|---------|---------| + 34.92 | 42.70 | 41.71 | 8.39 | + ---------|---------|---------|---------| + 34.92 | 42.70 | 41.22 | 8.40 | + ---------|---------|---------|---------| + 34.92 | 42.70 | 40.73 | 8.31 | + ---------|---------|---------|---------| + 34.92 | 42.70 | 40.24 | 7.96 | + ---------|---------|---------|---------| + 34.92 | 42.70 | 39.76 | 7.81 | + ---------|---------|---------|---------| + 34.92 | 42.70 | 39.27 | 7.90 | + ---------|---------|---------|---------| + 34.92 | 42.70 | 38.78 | 7.99 | + ---------|---------|---------|---------| + 34.92 | 42.70 | 38.29 | 8.09 | + ---------|---------|---------|---------| + 34.92 | 42.70 | 37.80 | 8.28 | + ---------|---------|---------|---------| + 34.92 | 42.70 | 37.31 | 8.61 | + ---------|---------|---------|---------| + 34.92 | 42.70 | 36.83 | 8.93 | + ---------|---------|---------|---------| + 37.69 | 17.70 | 17.68 | 3.87 | + ---------|---------|---------|---------| + 37.69 | 17.70 | 17.20 | 3.77 | + ---------|---------|---------|---------| + 37.69 | 17.70 | 16.71 | 3.66 | + ---------|---------|---------|---------| + 37.69 | 17.70 | 16.22 | 3.56 | + ---------|---------|---------|---------| + 37.69 | 17.70 | 15.73 | 3.45 | + ---------|---------|---------|---------| + 37.69 | 17.70 | 15.24 | 3.25 | + ---------|---------|---------|---------| + 37.69 | 17.70 | 14.76 | 3.25 | + ---------|---------|---------|---------| + 37.69 | 17.70 | 14.27 | 3.32 | + ---------|---------|---------|---------| + 37.69 | 17.70 | 13.78 | 3.42 | + ---------|---------|---------|---------| + 37.69 | 17.70 | 13.29 | 3.56 | + ---------|---------|---------|---------| + 37.69 | 17.70 | 12.80 | 3.71 | + ---------|---------|---------|---------| + 37.69 | 17.70 | 12.31 | 3.88 | + ---------|---------|---------|---------| + 37.69 | 17.70 | 11.83 | 4.02 | + ---------|---------|---------|---------| + 37.69 | 20.48 | 20.46 | 4.00 | + ---------|---------|---------|---------| + 37.69 | 20.48 | 19.97 | 3.90 | + ---------|---------|---------|---------| + 37.69 | 20.48 | 19.49 | 3.78 | + ---------|---------|---------|---------| + 37.69 | 20.48 | 19.00 | 3.66 | + ---------|---------|---------|---------| + 37.69 | 20.48 | 18.51 | 3.53 | + ---------|---------|---------|---------| + 37.69 | 20.48 | 18.02 | 3.30 | + ---------|---------|---------|---------| + 37.69 | 20.48 | 17.53 | 3.27 | + ---------|---------|---------|---------| + 37.69 | 20.48 | 17.04 | 3.31 | + ---------|---------|---------|---------| + 37.69 | 20.48 | 16.56 | 3.37 | + ---------|---------|---------|---------| + 37.69 | 20.48 | 16.07 | 3.47 | + ---------|---------|---------|---------| + 37.69 | 20.48 | 15.58 | 3.62 | + ---------|---------|---------|---------| + 37.69 | 20.48 | 15.09 | 3.80 | + ---------|---------|---------|---------| + 37.69 | 20.48 | 14.60 | 3.97 | + ---------|---------|---------|---------| + 37.69 | 23.26 | 23.24 | 4.17 | + ---------|---------|---------|---------| + 37.69 | 23.26 | 22.75 | 4.06 | + ---------|---------|---------|---------| + 37.69 | 23.26 | 22.26 | 3.95 | + ---------|---------|---------|---------| + 37.69 | 23.26 | 21.78 | 3.83 | + ---------|---------|---------|---------| + 37.69 | 23.26 | 21.29 | 3.68 | + ---------|---------|---------|---------| + 37.69 | 23.26 | 20.80 | 3.43 | + ---------|---------|---------|---------| + 37.69 | 23.26 | 20.31 | 3.39 | + ---------|---------|---------|---------| + 37.69 | 23.26 | 19.82 | 3.41 | + ---------|---------|---------|---------| + 37.69 | 23.26 | 19.33 | 3.45 | + ---------|---------|---------|---------| + 37.69 | 23.26 | 18.85 | 3.52 | + ---------|---------|---------|---------| + 37.69 | 23.26 | 18.36 | 3.64 | + ---------|---------|---------|---------| + 37.69 | 23.26 | 17.87 | 3.80 | + ---------|---------|---------|---------| + 37.69 | 23.26 | 17.38 | 3.97 | + ---------|---------|---------|---------| + 37.69 | 26.04 | 26.02 | 4.35 | + ---------|---------|---------|---------| + 37.69 | 26.04 | 25.53 | 4.25 | + ---------|---------|---------|---------| + 37.69 | 26.04 | 25.04 | 4.14 | + ---------|---------|---------|---------| + 37.69 | 26.04 | 24.55 | 4.02 | + ---------|---------|---------|---------| + 37.69 | 26.04 | 24.06 | 3.87 | + ---------|---------|---------|---------| + 37.69 | 26.04 | 23.58 | 3.60 | + ---------|---------|---------|---------| + 37.69 | 26.04 | 23.09 | 3.55 | + ---------|---------|---------|---------| + 37.69 | 26.04 | 22.60 | 3.56 | + ---------|---------|---------|---------| + 37.69 | 26.04 | 22.11 | 3.59 | + ---------|---------|---------|---------| + 37.69 | 26.04 | 21.62 | 3.65 | + ---------|---------|---------|---------| + 37.69 | 26.04 | 21.14 | 3.75 | + ---------|---------|---------|---------| + 37.69 | 26.04 | 20.65 | 3.89 | + ---------|---------|---------|---------| + 37.69 | 26.04 | 20.16 | 4.04 | + ---------|---------|---------|---------| + 37.69 | 28.81 | 28.80 | 4.56 | + ---------|---------|---------|---------| + 37.69 | 28.81 | 28.31 | 4.45 | + ---------|---------|---------|---------| + 37.69 | 28.81 | 27.82 | 4.34 | + ---------|---------|---------|---------| + 37.69 | 28.81 | 27.33 | 4.22 | + ---------|---------|---------|---------| + 37.69 | 28.81 | 26.84 | 4.07 | + ---------|---------|---------|---------| + 37.69 | 28.81 | 26.35 | 3.79 | + ---------|---------|---------|---------| + 37.69 | 28.81 | 25.87 | 3.73 | + ---------|---------|---------|---------| + 37.69 | 28.81 | 25.38 | 3.73 | + ---------|---------|---------|---------| + 37.69 | 28.81 | 24.89 | 3.76 | + ---------|---------|---------|---------| + 37.69 | 28.81 | 24.40 | 3.81 | + ---------|---------|---------|---------| + 37.69 | 28.81 | 23.91 | 3.90 | + ---------|---------|---------|---------| + 37.69 | 28.81 | 23.43 | 4.03 | + ---------|---------|---------|---------| + 37.69 | 28.81 | 22.94 | 4.18 | + ---------|---------|---------|---------| + 37.69 | 31.59 | 31.57 | 4.78 | + ---------|---------|---------|---------| + 37.69 | 31.59 | 31.08 | 4.66 | + ---------|---------|---------|---------| + 37.69 | 31.59 | 30.60 | 4.55 | + ---------|---------|---------|---------| + 37.69 | 31.59 | 30.11 | 4.43 | + ---------|---------|---------|---------| + 37.69 | 31.59 | 29.62 | 4.27 | + ---------|---------|---------|---------| + 37.69 | 31.59 | 29.13 | 3.98 | + ---------|---------|---------|---------| + 37.69 | 31.59 | 28.64 | 3.93 | + ---------|---------|---------|---------| + 37.69 | 31.59 | 28.16 | 3.92 | + ---------|---------|---------|---------| + 37.69 | 31.59 | 27.67 | 3.95 | + ---------|---------|---------|---------| + 37.69 | 31.59 | 27.18 | 4.00 | + ---------|---------|---------|---------| + 37.69 | 31.59 | 26.69 | 4.07 | + ---------|---------|---------|---------| + 37.69 | 31.59 | 26.20 | 4.20 | + ---------|---------|---------|---------| + 37.69 | 31.59 | 25.71 | 4.35 | + ---------|---------|---------|---------| + 37.69 | 34.37 | 34.35 | 4.98 | + ---------|---------|---------|---------| + 37.69 | 34.37 | 33.86 | 4.87 | + ---------|---------|---------|---------| + 37.69 | 34.37 | 33.37 | 4.76 | + ---------|---------|---------|---------| + 37.69 | 34.37 | 32.89 | 4.64 | + ---------|---------|---------|---------| + 37.69 | 34.37 | 32.40 | 4.48 | + ---------|---------|---------|---------| + 37.69 | 34.37 | 31.91 | 4.18 | + ---------|---------|---------|---------| + 37.69 | 34.37 | 31.42 | 4.13 | + ---------|---------|---------|---------| + 37.69 | 34.37 | 30.93 | 4.13 | + ---------|---------|---------|---------| + 37.69 | 34.37 | 30.45 | 4.14 | + ---------|---------|---------|---------| + 37.69 | 34.37 | 29.96 | 4.19 | + ---------|---------|---------|---------| + 37.69 | 34.37 | 29.47 | 4.27 | + ---------|---------|---------|---------| + 37.69 | 34.37 | 28.98 | 4.38 | + ---------|---------|---------|---------| + 37.69 | 34.37 | 28.49 | 4.54 | + ---------|---------|---------|---------| + 37.69 | 37.15 | 37.13 | 5.18 | + ---------|---------|---------|---------| + 37.69 | 37.15 | 36.64 | 5.07 | + ---------|---------|---------|---------| + 37.69 | 37.15 | 36.15 | 4.96 | + ---------|---------|---------|---------| + 37.69 | 37.15 | 35.66 | 4.84 | + ---------|---------|---------|---------| + 37.69 | 37.15 | 35.18 | 4.69 | + ---------|---------|---------|---------| + 37.69 | 37.15 | 34.69 | 4.38 | + ---------|---------|---------|---------| + 37.69 | 37.15 | 34.20 | 4.33 | + ---------|---------|---------|---------| + 37.69 | 37.15 | 33.71 | 4.34 | + ---------|---------|---------|---------| + 37.69 | 37.15 | 33.22 | 4.35 | + ---------|---------|---------|---------| + 37.69 | 37.15 | 32.74 | 4.40 | + ---------|---------|---------|---------| + 37.69 | 37.15 | 32.25 | 4.47 | + ---------|---------|---------|---------| + 37.69 | 37.15 | 31.76 | 4.58 | + ---------|---------|---------|---------| + 37.69 | 37.15 | 31.27 | 4.74 | + ---------|---------|---------|---------| + 37.69 | 39.92 | 39.91 | 5.38 | + ---------|---------|---------|---------| + 37.69 | 39.92 | 39.42 | 5.27 | + ---------|---------|---------|---------| + 37.69 | 39.92 | 38.93 | 5.15 | + ---------|---------|---------|---------| + 37.69 | 39.92 | 38.44 | 5.03 | + ---------|---------|---------|---------| + 37.69 | 39.92 | 37.95 | 4.89 | + ---------|---------|---------|---------| + 37.69 | 39.92 | 37.47 | 4.58 | + ---------|---------|---------|---------| + 37.69 | 39.92 | 36.98 | 4.53 | + ---------|---------|---------|---------| + 37.69 | 39.92 | 36.49 | 4.54 | + ---------|---------|---------|---------| + 37.69 | 39.92 | 36.00 | 4.56 | + ---------|---------|---------|---------| + 37.69 | 39.92 | 35.51 | 4.60 | + ---------|---------|---------|---------| + 37.69 | 39.92 | 35.02 | 4.68 | + ---------|---------|---------|---------| + 37.69 | 39.92 | 34.54 | 4.79 | + ---------|---------|---------|---------| + 37.69 | 39.92 | 34.05 | 4.94 | + ---------|---------|---------|---------| + 37.69 | 42.70 | 42.68 | 5.59 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=13.42 till 58.12 taken. + ---------|---------|---------|---------| + 37.69 | 42.70 | 42.20 | 5.46 | + ---------|---------|---------|---------| + 37.69 | 42.70 | 41.71 | 5.34 | + ---------|---------|---------|---------| + 37.69 | 42.70 | 41.22 | 5.22 | + ---------|---------|---------|---------| + 37.69 | 42.70 | 40.73 | 5.07 | + ---------|---------|---------|---------| + 37.69 | 42.70 | 40.24 | 4.77 | + ---------|---------|---------|---------| + 37.69 | 42.70 | 39.76 | 4.73 | + ---------|---------|---------|---------| + 37.69 | 42.70 | 39.27 | 4.75 | + ---------|---------|---------|---------| + 37.69 | 42.70 | 38.78 | 4.78 | + ---------|---------|---------|---------| + 37.69 | 42.70 | 38.29 | 4.82 | + ---------|---------|---------|---------| + 37.69 | 42.70 | 37.80 | 4.89 | + ---------|---------|---------|---------| + 37.69 | 42.70 | 37.31 | 5.01 | + ---------|---------|---------|---------| + 37.69 | 42.70 | 36.83 | 5.15 | + ---------|---------|---------|---------| + 40.47 | 17.70 | 17.68 | 2.86 | + ---------|---------|---------|---------| + 40.47 | 17.70 | 17.20 | 2.82 | + ---------|---------|---------|---------| + 40.47 | 17.70 | 16.71 | 2.77 | + ---------|---------|---------|---------| + 40.47 | 17.70 | 16.22 | 2.71 | + ---------|---------|---------|---------| + 40.47 | 17.70 | 15.73 | 2.62 | + ---------|---------|---------|---------| + 40.47 | 17.70 | 15.24 | 2.45 | + ---------|---------|---------|---------| + 40.47 | 17.70 | 14.76 | 2.45 | + ---------|---------|---------|---------| + 40.47 | 17.70 | 14.27 | 2.45 | + ---------|---------|---------|---------| + 40.47 | 17.70 | 13.78 | 12.46 | + ---------|---------|---------|---------| + 40.47 | 17.70 | 13.29 | 12.47 | + ---------|---------|---------|---------| + 40.47 | 17.70 | 12.80 | 12.50 | + ---------|---------|---------|---------| + 40.47 | 17.70 | 12.31 | 12.53 | + ---------|---------|---------|---------| + 40.47 | 17.70 | 11.83 | 12.59 | + ---------|---------|---------|---------| + 40.47 | 20.48 | 20.46 | 2.89 | + ---------|---------|---------|---------| + 40.47 | 20.48 | 19.97 | 2.83 | + ---------|---------|---------|---------| + 40.47 | 20.48 | 19.49 | 2.78 | + ---------|---------|---------|---------| + 40.47 | 20.48 | 19.00 | 2.72 | + ---------|---------|---------|---------| + 40.47 | 20.48 | 18.51 | 2.63 | + ---------|---------|---------|---------| + 40.47 | 20.48 | 18.02 | 2.48 | + ---------|---------|---------|---------| + 40.47 | 20.48 | 17.53 | 2.49 | + ---------|---------|---------|---------| + 40.47 | 20.48 | 17.04 | 2.50 | + ---------|---------|---------|---------| + 40.47 | 20.48 | 16.56 | 2.52 | + ---------|---------|---------|---------| + 40.47 | 20.48 | 16.07 | 2.55 | + ---------|---------|---------|---------| + 40.47 | 20.48 | 15.58 | 2.59 | + ---------|---------|---------|---------| + 40.47 | 20.48 | 15.09 | 12.64 | + ---------|---------|---------|---------| + 40.47 | 20.48 | 14.60 | 12.72 | + ---------|---------|---------|---------| + 40.47 | 23.26 | 23.24 | 2.98 | + ---------|---------|---------|---------| + 40.47 | 23.26 | 22.75 | 2.91 | + ---------|---------|---------|---------| + 40.47 | 23.26 | 22.26 | 2.85 | + ---------|---------|---------|---------| + 40.47 | 23.26 | 21.78 | 2.78 | + ---------|---------|---------|---------| + 40.47 | 23.26 | 21.29 | 2.69 | + ---------|---------|---------|---------| + 40.47 | 23.26 | 20.80 | 2.53 | + ---------|---------|---------|---------| + 40.47 | 23.26 | 20.31 | 2.55 | + ---------|---------|---------|---------| + 40.47 | 23.26 | 19.82 | 2.56 | + ---------|---------|---------|---------| + 40.47 | 23.26 | 19.33 | 2.58 | + ---------|---------|---------|---------| + 40.47 | 23.26 | 18.85 | 2.63 | + ---------|---------|---------|---------| + 40.47 | 23.26 | 18.36 | 2.68 | + ---------|---------|---------|---------| + 40.47 | 23.26 | 17.87 | 2.74 | + ---------|---------|---------|---------| + 40.47 | 23.26 | 17.38 | 2.83 | + ---------|---------|---------|---------| + 40.47 | 26.04 | 26.02 | 3.12 | + ---------|---------|---------|---------| + 40.47 | 26.04 | 25.53 | 3.03 | + ---------|---------|---------|---------| + 40.47 | 26.04 | 25.04 | 2.95 | + ---------|---------|---------|---------| + 40.47 | 26.04 | 24.55 | 2.88 | + ---------|---------|---------|---------| + 40.47 | 26.04 | 24.06 | 2.78 | + ---------|---------|---------|---------| + 40.47 | 26.04 | 23.58 | 2.62 | + ---------|---------|---------|---------| + 40.47 | 26.04 | 23.09 | 2.63 | + ---------|---------|---------|---------| + 40.47 | 26.04 | 22.60 | 2.65 | + ---------|---------|---------|---------| + 40.47 | 26.04 | 22.11 | 2.67 | + ---------|---------|---------|---------| + 40.47 | 26.04 | 21.62 | 2.71 | + ---------|---------|---------|---------| + 40.47 | 26.04 | 21.14 | 2.77 | + ---------|---------|---------|---------| + 40.47 | 26.04 | 20.65 | 2.85 | + ---------|---------|---------|---------| + 40.47 | 26.04 | 20.16 | 2.95 | + ---------|---------|---------|---------| + 40.47 | 28.81 | 28.80 | 3.27 | + ---------|---------|---------|---------| + 40.47 | 28.81 | 28.31 | 3.18 | + ---------|---------|---------|---------| + 40.47 | 28.81 | 27.82 | 3.09 | + ---------|---------|---------|---------| + 40.47 | 28.81 | 27.33 | 3.00 | + ---------|---------|---------|---------| + 40.47 | 28.81 | 26.84 | 2.89 | + ---------|---------|---------|---------| + 40.47 | 28.81 | 26.35 | 2.72 | + ---------|---------|---------|---------| + 40.47 | 28.81 | 25.87 | 2.74 | + ---------|---------|---------|---------| + 40.47 | 28.81 | 25.38 | 2.76 | + ---------|---------|---------|---------| + 40.47 | 28.81 | 24.89 | 2.78 | + ---------|---------|---------|---------| + 40.47 | 28.81 | 24.40 | 2.81 | + ---------|---------|---------|---------| + 40.47 | 28.81 | 23.91 | 2.87 | + ---------|---------|---------|---------| + 40.47 | 28.81 | 23.43 | 2.95 | + ---------|---------|---------|---------| + 40.47 | 28.81 | 22.94 | 3.05 | + ---------|---------|---------|---------| + 40.47 | 31.59 | 31.57 | 3.45 | + ---------|---------|---------|---------| + 40.47 | 31.59 | 31.08 | 3.34 | + ---------|---------|---------|---------| + 40.47 | 31.59 | 30.60 | 3.24 | + ---------|---------|---------|---------| + 40.47 | 31.59 | 30.11 | 3.14 | + ---------|---------|---------|---------| + 40.47 | 31.59 | 29.62 | 3.02 | + ---------|---------|---------|---------| + 40.47 | 31.59 | 29.13 | 2.83 | + ---------|---------|---------|---------| + 40.47 | 31.59 | 28.64 | 2.85 | + ---------|---------|---------|---------| + 40.47 | 31.59 | 28.16 | 2.88 | + ---------|---------|---------|---------| + 40.47 | 31.59 | 27.67 | 2.91 | + ---------|---------|---------|---------| + 40.47 | 31.59 | 27.18 | 2.94 | + ---------|---------|---------|---------| + 40.47 | 31.59 | 26.69 | 2.99 | + ---------|---------|---------|---------| + 40.47 | 31.59 | 26.20 | 3.06 | + ---------|---------|---------|---------| + 40.47 | 31.59 | 25.71 | 3.15 | + ---------|---------|---------|---------| + 40.47 | 34.37 | 34.35 | 3.74 | + ---------|---------|---------|---------| + 40.47 | 34.37 | 33.86 | 3.52 | + ---------|---------|---------|---------| + 40.47 | 34.37 | 33.37 | 3.40 | + ---------|---------|---------|---------| + 40.47 | 34.37 | 32.89 | 3.28 | + ---------|---------|---------|---------| + 40.47 | 34.37 | 32.40 | 3.16 | + ---------|---------|---------|---------| + 40.47 | 34.37 | 31.91 | 2.95 | + ---------|---------|---------|---------| + 40.47 | 34.37 | 31.42 | 2.98 | + ---------|---------|---------|---------| + 40.47 | 34.37 | 30.93 | 3.00 | + ---------|---------|---------|---------| + 40.47 | 34.37 | 30.45 | 3.04 | + ---------|---------|---------|---------| + 40.47 | 34.37 | 29.96 | 3.07 | + ---------|---------|---------|---------| + 40.47 | 34.37 | 29.47 | 3.12 | + ---------|---------|---------|---------| + 40.47 | 34.37 | 28.98 | 3.19 | + ---------|---------|---------|---------| + 40.47 | 34.37 | 28.49 | 3.27 | + ---------|---------|---------|---------| + 40.47 | 37.15 | 37.13 | 4.08 | + ---------|---------|---------|---------| + 40.47 | 37.15 | 36.64 | 3.79 | + ---------|---------|---------|---------| + 40.47 | 37.15 | 36.15 | 3.57 | + ---------|---------|---------|---------| + 40.47 | 37.15 | 35.66 | 3.44 | + ---------|---------|---------|---------| + 40.47 | 37.15 | 35.18 | 3.30 | + ---------|---------|---------|---------| + 40.47 | 37.15 | 34.69 | 3.08 | + ---------|---------|---------|---------| + 40.47 | 37.15 | 34.20 | 3.10 | + ---------|---------|---------|---------| + 40.47 | 37.15 | 33.71 | 3.13 | + ---------|---------|---------|---------| + 40.47 | 37.15 | 33.22 | 3.17 | + ---------|---------|---------|---------| + 40.47 | 37.15 | 32.74 | 3.22 | + ---------|---------|---------|---------| + 40.47 | 37.15 | 32.25 | 3.27 | + ---------|---------|---------|---------| + 40.47 | 37.15 | 31.76 | 3.33 | + ---------|---------|---------|---------| + 40.47 | 37.15 | 31.27 | 3.41 | + ---------|---------|---------|---------| + 40.47 | 39.92 | 39.91 | 4.42 | + ---------|---------|---------|---------| + 40.47 | 39.92 | 39.42 | 4.11 | + ---------|---------|---------|---------| + 40.47 | 39.92 | 38.93 | 3.76 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=18.35 till 58.12 taken. + ---------|---------|---------|---------| + 40.47 | 39.92 | 38.44 | 3.61 | + ---------|---------|---------|---------| + 40.47 | 39.92 | 37.95 | 3.45 | + ---------|---------|---------|---------| + 40.47 | 39.92 | 37.47 | 3.21 | + ---------|---------|---------|---------| + 40.47 | 39.92 | 36.98 | 3.23 | + ---------|---------|---------|---------| + 40.47 | 39.92 | 36.49 | 3.27 | + ---------|---------|---------|---------| + 40.47 | 39.92 | 36.00 | 3.31 | + ---------|---------|---------|---------| + 40.47 | 39.92 | 35.51 | 3.36 | + ---------|---------|---------|---------| + 40.47 | 39.92 | 35.02 | 3.41 | + ---------|---------|---------|---------| + 40.47 | 39.92 | 34.54 | 3.48 | + ---------|---------|---------|---------| + 40.47 | 39.92 | 34.05 | 3.55 | + ---------|---------|---------|---------| + 40.47 | 42.70 | 42.68 | 4.77 | + ---------|---------|---------|---------| + 40.47 | 42.70 | 42.20 | 4.44 | + ---------|---------|---------|---------| + 40.47 | 42.70 | 41.71 | 4.11 | + ---------|---------|---------|---------| + 40.47 | 42.70 | 41.22 | 3.78 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=18.39 till 57.24 taken. + ---------|---------|---------|---------| + 40.47 | 42.70 | 40.73 | 3.61 | + ---------|---------|---------|---------| + 40.47 | 42.70 | 40.24 | 3.35 | + ---------|---------|---------|---------| + 40.47 | 42.70 | 39.76 | 3.36 | + ---------|---------|---------|---------| + 40.47 | 42.70 | 39.27 | 3.40 | + ---------|---------|---------|---------| + 40.47 | 42.70 | 38.78 | 3.45 | + ---------|---------|---------|---------| + 40.47 | 42.70 | 38.29 | 3.50 | + ---------|---------|---------|---------| + 40.47 | 42.70 | 37.80 | 3.56 | + ---------|---------|---------|---------| + 40.47 | 42.70 | 37.31 | 3.63 | + ---------|---------|---------|---------| + 40.47 | 42.70 | 36.83 | 3.70 | + ---------|---------|---------|---------| + 43.25 | 17.70 | 17.68 | 2.35 | + ---------|---------|---------|---------| + 43.25 | 17.70 | 17.20 | 2.29 | + ---------|---------|---------|---------| + 43.25 | 17.70 | 16.71 | 2.23 | + ---------|---------|---------|---------| + 43.25 | 17.70 | 16.22 | 12.17 | + ---------|---------|---------|---------| + 43.25 | 17.70 | 15.73 | 12.06 | + ---------|---------|---------|---------| + 43.25 | 17.70 | 15.24 | 11.98 | + ---------|---------|---------|---------| + 43.25 | 17.70 | 14.76 | 11.97 | + ---------|---------|---------|---------| + 43.25 | 17.70 | 14.27 | 11.96 | + ---------|---------|---------|---------| + 43.25 | 17.70 | 13.78 | 11.94 | + ---------|---------|---------|---------| + 43.25 | 17.70 | 13.29 | 11.92 | + ---------|---------|---------|---------| + 43.25 | 17.70 | 12.80 | 11.90 | + ---------|---------|---------|---------| + 43.25 | 17.70 | 12.31 | 11.90 | + ---------|---------|---------|---------| + 43.25 | 17.70 | 11.83 | 11.93 | + ---------|---------|---------|---------| + 43.25 | 20.48 | 20.46 | 2.37 | + ---------|---------|---------|---------| + 43.25 | 20.48 | 19.97 | 2.31 | + ---------|---------|---------|---------| + 43.25 | 20.48 | 19.49 | 2.26 | + ---------|---------|---------|---------| + 43.25 | 20.48 | 19.00 | 2.19 | + ---------|---------|---------|---------| + 43.25 | 20.48 | 18.51 | 2.09 | + ---------|---------|---------|---------| + 43.25 | 20.48 | 18.02 | 2.02 | + ---------|---------|---------|---------| + 43.25 | 20.48 | 17.53 | 12.03 | + ---------|---------|---------|---------| + 43.25 | 20.48 | 17.04 | 12.03 | + ---------|---------|---------|---------| + 43.25 | 20.48 | 16.56 | 12.04 | + ---------|---------|---------|---------| + 43.25 | 20.48 | 16.07 | 12.03 | + ---------|---------|---------|---------| + 43.25 | 20.48 | 15.58 | 12.03 | + ---------|---------|---------|---------| + 43.25 | 20.48 | 15.09 | 12.04 | + ---------|---------|---------|---------| + 43.25 | 20.48 | 14.60 | 12.07 | + ---------|---------|---------|---------| + 43.25 | 23.26 | 23.24 | 2.44 | + ---------|---------|---------|---------| + 43.25 | 23.26 | 22.75 | 2.36 | + ---------|---------|---------|---------| + 43.25 | 23.26 | 22.26 | 2.30 | + ---------|---------|---------|---------| + 43.25 | 23.26 | 21.78 | 2.24 | + ---------|---------|---------|---------| + 43.25 | 23.26 | 21.29 | 2.14 | + ---------|---------|---------|---------| + 43.25 | 23.26 | 20.80 | 2.06 | + ---------|---------|---------|---------| + 43.25 | 23.26 | 20.31 | 2.08 | + ---------|---------|---------|---------| + 43.25 | 23.26 | 19.82 | 2.10 | + ---------|---------|---------|---------| + 43.25 | 23.26 | 19.33 | 2.12 | + ---------|---------|---------|---------| + 43.25 | 23.26 | 18.85 | 12.14 | + ---------|---------|---------|---------| + 43.25 | 23.26 | 18.36 | 12.15 | + ---------|---------|---------|---------| + 43.25 | 23.26 | 17.87 | 12.18 | + ---------|---------|---------|---------| + 43.25 | 23.26 | 17.38 | 12.22 | + ---------|---------|---------|---------| + 43.25 | 26.04 | 26.02 | 2.61 | + ---------|---------|---------|---------| + 43.25 | 26.04 | 25.53 | 2.46 | + ---------|---------|---------|---------| + 43.25 | 26.04 | 25.04 | 2.38 | + ---------|---------|---------|---------| + 43.25 | 26.04 | 24.55 | 2.31 | + ---------|---------|---------|---------| + 43.25 | 26.04 | 24.06 | 2.20 | + ---------|---------|---------|---------| + 43.25 | 26.04 | 23.58 | 2.11 | + ---------|---------|---------|---------| + 43.25 | 26.04 | 23.09 | 2.13 | + ---------|---------|---------|---------| + 43.25 | 26.04 | 22.60 | 2.17 | + ---------|---------|---------|---------| + 43.25 | 26.04 | 22.11 | 2.20 | + ---------|---------|---------|---------| + 43.25 | 26.04 | 21.62 | 2.23 | + ---------|---------|---------|---------| + 43.25 | 26.04 | 21.14 | 12.26 | + ---------|---------|---------|---------| + 43.25 | 26.04 | 20.65 | 12.31 | + ---------|---------|---------|---------| + 43.25 | 26.04 | 20.16 | 12.36 | + ---------|---------|---------|---------| + 43.25 | 28.81 | 28.80 | 2.84 | + ---------|---------|---------|---------| + 43.25 | 28.81 | 28.31 | 2.66 | + ---------|---------|---------|---------| + 43.25 | 28.81 | 27.82 | 2.49 | + ---------|---------|---------|---------| + 43.25 | 28.81 | 27.33 | 2.40 | + ---------|---------|---------|---------| + 43.25 | 28.81 | 26.84 | 2.28 | + ---------|---------|---------|---------| + 43.25 | 28.81 | 26.35 | 2.18 | + ---------|---------|---------|---------| + 43.25 | 28.81 | 25.87 | 2.19 | + ---------|---------|---------|---------| + 43.25 | 28.81 | 25.38 | 2.23 | + ---------|---------|---------|---------| + 43.25 | 28.81 | 24.89 | 2.28 | + ---------|---------|---------|---------| + 43.25 | 28.81 | 24.40 | 2.32 | + ---------|---------|---------|---------| + 43.25 | 28.81 | 23.91 | 2.37 | + ---------|---------|---------|---------| + 43.25 | 28.81 | 23.43 | 2.42 | + ---------|---------|---------|---------| + 43.25 | 28.81 | 22.94 | 12.48 | + ---------|---------|---------|---------| + 43.25 | 31.59 | 31.57 | 3.07 | + ---------|---------|---------|---------| + 43.25 | 31.59 | 31.08 | 2.89 | + ---------|---------|---------|---------| + 43.25 | 31.59 | 30.60 | 2.70 | + ---------|---------|---------|---------| + 43.25 | 31.59 | 30.11 | 2.51 | + ---------|---------|---------|---------| + 43.25 | 31.59 | 29.62 | 2.38 | + ---------|---------|---------|---------| + 43.25 | 31.59 | 29.13 | 2.26 | + ---------|---------|---------|---------| + 43.25 | 31.59 | 28.64 | 2.27 | + ---------|---------|---------|---------| + 43.25 | 31.59 | 28.16 | 2.30 | + ---------|---------|---------|---------| + 43.25 | 31.59 | 27.67 | 2.35 | + ---------|---------|---------|---------| + 43.25 | 31.59 | 27.18 | 2.41 | + ---------|---------|---------|---------| + 43.25 | 31.59 | 26.69 | 2.47 | + ---------|---------|---------|---------| + 43.25 | 31.59 | 26.20 | 2.53 | + ---------|---------|---------|---------| + 43.25 | 31.59 | 25.71 | 2.60 | + ---------|---------|---------|---------| + 43.25 | 34.37 | 34.35 | 3.32 | + ---------|---------|---------|---------| + 43.25 | 34.37 | 33.86 | 3.12 | + ---------|---------|---------|---------| + 43.25 | 34.37 | 33.37 | 2.91 | + ---------|---------|---------|---------| + 43.25 | 34.37 | 32.89 | 2.71 | + ---------|---------|---------|---------| + 43.25 | 34.37 | 32.40 | 2.49 | + ---------|---------|---------|---------| + 43.25 | 34.37 | 31.91 | 2.36 | + ---------|---------|---------|---------| + 43.25 | 34.37 | 31.42 | 2.36 | + ---------|---------|---------|---------| + 43.25 | 34.37 | 30.93 | 2.38 | + ---------|---------|---------|---------| + 43.25 | 34.37 | 30.45 | 2.43 | + ---------|---------|---------|---------| + 43.25 | 34.37 | 29.96 | 2.49 | + ---------|---------|---------|---------| + 43.25 | 34.37 | 29.47 | 2.56 | + ---------|---------|---------|---------| + 43.25 | 34.37 | 28.98 | 2.63 | + ---------|---------|---------|---------| + 43.25 | 34.37 | 28.49 | 2.71 | + ---------|---------|---------|---------| + 43.25 | 37.15 | 37.13 | 3.58 | + ---------|---------|---------|---------| + 43.25 | 37.15 | 36.64 | 3.36 | + ---------|---------|---------|---------| + 43.25 | 37.15 | 36.15 | 3.14 | + ---------|---------|---------|---------| + 43.25 | 37.15 | 35.66 | 2.92 | + ---------|---------|---------|---------| + 43.25 | 37.15 | 35.18 | 2.62 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=21.72 till 57.95 taken. + ---------|---------|---------|---------| + 43.25 | 37.15 | 34.69 | 2.46 | + ---------|---------|---------|---------| + 43.25 | 37.15 | 34.20 | 2.46 | + ---------|---------|---------|---------| + 43.25 | 37.15 | 33.71 | 2.47 | + ---------|---------|---------|---------| + 43.25 | 37.15 | 33.22 | 2.52 | + ---------|---------|---------|---------| + 43.25 | 37.15 | 32.74 | 2.58 | + ---------|---------|---------|---------| + 43.25 | 37.15 | 32.25 | 2.65 | + ---------|---------|---------|---------| + 43.25 | 37.15 | 31.76 | 2.73 | + ---------|---------|---------|---------| + 43.25 | 37.15 | 31.27 | 2.82 | + ---------|---------|---------|---------| + 43.25 | 39.92 | 39.91 | 3.86 | + ---------|---------|---------|---------| + 43.25 | 39.92 | 39.42 | 3.62 | + ---------|---------|---------|---------| + 43.25 | 39.92 | 38.93 | 3.37 | + ---------|---------|---------|---------| + 43.25 | 39.92 | 38.44 | 3.13 | + ---------|---------|---------|---------| + 43.25 | 39.92 | 37.95 | 2.86 | + ---------|---------|---------|---------| + 43.25 | 39.92 | 37.47 | 2.57 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=21.67 till 56.61 taken. + ---------|---------|---------|---------| + 43.25 | 39.92 | 36.98 | 2.56 | + ---------|---------|---------|---------| + 43.25 | 39.92 | 36.49 | 2.57 | + ---------|---------|---------|---------| + 43.25 | 39.92 | 36.00 | 2.62 | + ---------|---------|---------|---------| + 43.25 | 39.92 | 35.51 | 2.68 | + ---------|---------|---------|---------| + 43.25 | 39.92 | 35.02 | 2.75 | + ---------|---------|---------|---------| + 43.25 | 39.92 | 34.54 | 2.83 | + ---------|---------|---------|---------| + 43.25 | 39.92 | 34.05 | 2.92 | + ---------|---------|---------|---------| + 43.25 | 42.70 | 42.68 | 4.15 | + ---------|---------|---------|---------| + 43.25 | 42.70 | 42.20 | 3.88 | + ---------|---------|---------|---------| + 43.25 | 42.70 | 41.71 | 3.62 | + ---------|---------|---------|---------| + 43.25 | 42.70 | 41.22 | 3.36 | + ---------|---------|---------|---------| + 43.25 | 42.70 | 40.73 | 3.07 | + ---------|---------|---------|---------| + 43.25 | 42.70 | 40.24 | 2.68 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=21.15 till 57.68 taken. + ---------|---------|---------|---------| + 43.25 | 42.70 | 39.76 | 2.66 | + ---------|---------|---------|---------| + 43.25 | 42.70 | 39.27 | 2.67 | + ---------|---------|---------|---------| + 43.25 | 42.70 | 38.78 | 2.71 | + ---------|---------|---------|---------| + 43.25 | 42.70 | 38.29 | 2.78 | + ---------|---------|---------|---------| + 43.25 | 42.70 | 37.80 | 2.86 | + ---------|---------|---------|---------| + 43.25 | 42.70 | 37.31 | 2.94 | + ---------|---------|---------|---------| + 43.25 | 42.70 | 36.83 | 3.02 | + ---------|---------|---------|---------| + 46.03 | 17.70 | 17.68 | 12.09 | + ---------|---------|---------|---------| + 46.03 | 17.70 | 17.20 | 11.99 | + ---------|---------|---------|---------| + 46.03 | 17.70 | 16.71 | 11.90 | + ---------|---------|---------|---------| + 46.03 | 17.70 | 16.22 | 11.81 | + ---------|---------|---------|---------| + 46.03 | 17.70 | 15.73 | 11.67 | + ---------|---------|---------|---------| + 46.03 | 17.70 | 15.24 | 11.64 | + ---------|---------|---------|---------| + 46.03 | 17.70 | 14.76 | 11.62 | + ---------|---------|---------|---------| + 46.03 | 17.70 | 14.27 | 11.62 | + ---------|---------|---------|---------| + 46.03 | 17.70 | 13.78 | 11.65 | + ---------|---------|---------|---------| + 46.03 | 17.70 | 13.29 | 11.69 | + ---------|---------|---------|---------| + 46.03 | 17.70 | 12.80 | 11.76 | + ---------|---------|---------|---------| + 46.03 | 17.70 | 12.31 | 11.87 | + ---------|---------|---------|---------| + 46.03 | 17.70 | 11.83 | 11.97 | + ---------|---------|---------|---------| + 46.03 | 20.48 | 20.46 | 2.27 | + ---------|---------|---------|---------| + 46.03 | 20.48 | 19.97 | 12.12 | + ---------|---------|---------|---------| + 46.03 | 20.48 | 19.49 | 11.97 | + ---------|---------|---------|---------| + 46.03 | 20.48 | 19.00 | 11.87 | + ---------|---------|---------|---------| + 46.03 | 20.48 | 18.51 | 11.73 | + ---------|---------|---------|---------| + 46.03 | 20.48 | 18.02 | 11.70 | + ---------|---------|---------|---------| + 46.03 | 20.48 | 17.53 | 11.68 | + ---------|---------|---------|---------| + 46.03 | 20.48 | 17.04 | 11.67 | + ---------|---------|---------|---------| + 46.03 | 20.48 | 16.56 | 11.69 | + ---------|---------|---------|---------| + 46.03 | 20.48 | 16.07 | 11.71 | + ---------|---------|---------|---------| + 46.03 | 20.48 | 15.58 | 11.75 | + ---------|---------|---------|---------| + 46.03 | 20.48 | 15.09 | 11.83 | + ---------|---------|---------|---------| + 46.03 | 20.48 | 14.60 | 11.93 | + ---------|---------|---------|---------| + 46.03 | 23.26 | 23.24 | 2.44 | + ---------|---------|---------|---------| + 46.03 | 23.26 | 22.75 | 2.30 | + ---------|---------|---------|---------| + 46.03 | 23.26 | 22.26 | 2.14 | + ---------|---------|---------|---------| + 46.03 | 23.26 | 21.78 | 1.95 | + ---------|---------|---------|---------| + 46.03 | 23.26 | 21.29 | 11.80 | + ---------|---------|---------|---------| + 46.03 | 23.26 | 20.80 | 11.77 | + ---------|---------|---------|---------| + 46.03 | 23.26 | 20.31 | 11.76 | + ---------|---------|---------|---------| + 46.03 | 23.26 | 19.82 | 11.75 | + ---------|---------|---------|---------| + 46.03 | 23.26 | 19.33 | 11.76 | + ---------|---------|---------|---------| + 46.03 | 23.26 | 18.85 | 11.79 | + ---------|---------|---------|---------| + 46.03 | 23.26 | 18.36 | 11.83 | + ---------|---------|---------|---------| + 46.03 | 23.26 | 17.87 | 11.88 | + ---------|---------|---------|---------| + 46.03 | 23.26 | 17.38 | 11.94 | + ---------|---------|---------|---------| + 46.03 | 26.04 | 26.02 | 2.59 | + ---------|---------|---------|---------| + 46.03 | 26.04 | 25.53 | 2.45 | + ---------|---------|---------|---------| + 46.03 | 26.04 | 25.04 | 2.31 | + ---------|---------|---------|---------| + 46.03 | 26.04 | 24.55 | 2.13 | + ---------|---------|---------|---------| + 46.03 | 26.04 | 24.06 | 1.87 | + ---------|---------|---------|---------| + 46.03 | 26.04 | 23.58 | 1.84 | + ---------|---------|---------|---------| + 46.03 | 26.04 | 23.09 | 11.83 | + ---------|---------|---------|---------| + 46.03 | 26.04 | 22.60 | 11.83 | + ---------|---------|---------|---------| + 46.03 | 26.04 | 22.11 | 11.84 | + ---------|---------|---------|---------| + 46.03 | 26.04 | 21.62 | 11.87 | + ---------|---------|---------|---------| + 46.03 | 26.04 | 21.14 | 11.92 | + ---------|---------|---------|---------| + 46.03 | 26.04 | 20.65 | 11.99 | + ---------|---------|---------|---------| + 46.03 | 26.04 | 20.16 | 12.04 | + ---------|---------|---------|---------| + 46.03 | 28.81 | 28.80 | 2.75 | + ---------|---------|---------|---------| + 46.03 | 28.81 | 28.31 | 2.60 | + ---------|---------|---------|---------| + 46.03 | 28.81 | 27.82 | 2.46 | + ---------|---------|---------|---------| + 46.03 | 28.81 | 27.33 | 2.29 | + ---------|---------|---------|---------| + 46.03 | 28.81 | 26.84 | 2.05 | + ---------|---------|---------|---------| + 46.03 | 28.81 | 26.35 | 1.92 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=26.65 till 57.55 taken. + ---------|---------|---------|---------| + 46.03 | 28.81 | 25.87 | 1.90 | + ---------|---------|---------|---------| + 46.03 | 28.81 | 25.38 | 1.90 | + ---------|---------|---------|---------| + 46.03 | 28.81 | 24.89 | 11.91 | + ---------|---------|---------|---------| + 46.03 | 28.81 | 24.40 | 11.96 | + ---------|---------|---------|---------| + 46.03 | 28.81 | 23.91 | 12.01 | + ---------|---------|---------|---------| + 46.03 | 28.81 | 23.43 | 12.10 | + ---------|---------|---------|---------| + 46.03 | 28.81 | 22.94 | 12.16 | + ---------|---------|---------|---------| + 46.03 | 31.59 | 31.57 | 2.93 | + ---------|---------|---------|---------| + 46.03 | 31.59 | 31.08 | 2.77 | + ---------|---------|---------|---------| + 46.03 | 31.59 | 30.60 | 2.62 | + ---------|---------|---------|---------| + 46.03 | 31.59 | 30.11 | 2.44 | + ---------|---------|---------|---------| + 46.03 | 31.59 | 29.62 | 2.19 | + ---------|---------|---------|---------| + 46.03 | 31.59 | 29.13 | 2.08 | + ---------|---------|---------|---------| + 46.03 | 31.59 | 28.64 | 1.97 | + ---------|---------|---------|---------| + 46.03 | 31.59 | 28.16 | 1.98 | + ---------|---------|---------|---------| + 46.03 | 31.59 | 27.67 | 1.99 | + ---------|---------|---------|---------| + 46.03 | 31.59 | 27.18 | 2.04 | + ---------|---------|---------|---------| + 46.03 | 31.59 | 26.69 | 12.10 | + ---------|---------|---------|---------| + 46.03 | 31.59 | 26.20 | 12.20 | + ---------|---------|---------|---------| + 46.03 | 31.59 | 25.71 | 12.28 | + ---------|---------|---------|---------| + 46.03 | 34.37 | 34.35 | 3.12 | + ---------|---------|---------|---------| + 46.03 | 34.37 | 33.86 | 2.95 | + ---------|---------|---------|---------| + 46.03 | 34.37 | 33.37 | 2.79 | + ---------|---------|---------|---------| + 46.03 | 34.37 | 32.89 | 2.60 | + ---------|---------|---------|---------| + 46.03 | 34.37 | 32.40 | 2.33 | + ---------|---------|---------|---------| + 46.03 | 34.37 | 31.91 | 2.22 | + ---------|---------|---------|---------| + 46.03 | 34.37 | 31.42 | 2.05 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=25.18 till 57.41 taken. + ---------|---------|---------|---------| + 46.03 | 34.37 | 30.93 | 2.05 | + ---------|---------|---------|---------| + 46.03 | 34.37 | 30.45 | 2.07 | + ---------|---------|---------|---------| + 46.03 | 34.37 | 29.96 | 2.12 | + ---------|---------|---------|---------| + 46.03 | 34.37 | 29.47 | 2.19 | + ---------|---------|---------|---------| + 46.03 | 34.37 | 28.98 | 12.30 | + ---------|---------|---------|---------| + 46.03 | 34.37 | 28.49 | 12.39 | + ---------|---------|---------|---------| + 46.03 | 37.15 | 37.13 | 3.33 | + ---------|---------|---------|---------| + 46.03 | 37.15 | 36.64 | 3.14 | + ---------|---------|---------|---------| + 46.03 | 37.15 | 36.15 | 2.96 | + ---------|---------|---------|---------| + 46.03 | 37.15 | 35.66 | 2.77 | + ---------|---------|---------|---------| + 46.03 | 37.15 | 35.18 | 2.48 | + ---------|---------|---------|---------| + 46.03 | 37.15 | 34.69 | 2.36 | + ---------|---------|---------|---------| + 46.03 | 37.15 | 34.20 | 2.14 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=24.51 till 58.49 taken. + ---------|---------|---------|---------| + 46.03 | 37.15 | 33.71 | 2.12 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=25.02 till 55.91 taken. + ---------|---------|---------|---------| + 46.03 | 37.15 | 33.22 | 2.14 | + ---------|---------|---------|---------| + 46.03 | 37.15 | 32.74 | 2.19 | + ---------|---------|---------|---------| + 46.03 | 37.15 | 32.25 | 2.27 | + ---------|---------|---------|---------| + 46.03 | 37.15 | 31.76 | 2.39 | + ---------|---------|---------|---------| + 46.03 | 37.15 | 31.27 | 12.49 | + ---------|---------|---------|---------| + 46.03 | 39.92 | 39.91 | 3.54 | + ---------|---------|---------|---------| + 46.03 | 39.92 | 39.42 | 3.34 | + ---------|---------|---------|---------| + 46.03 | 39.92 | 38.93 | 3.15 | + ---------|---------|---------|---------| + 46.03 | 39.92 | 38.44 | 2.95 | + ---------|---------|---------|---------| + 46.03 | 39.92 | 37.95 | 2.63 | + ---------|---------|---------|---------| + 46.03 | 39.92 | 37.47 | 2.51 | + ---------|---------|---------|---------| + 46.03 | 39.92 | 36.98 | 2.38 | + ---------|---------|---------|---------| + 46.03 | 39.92 | 36.49 | 2.20 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=24.42 till 56.28 taken. + ---------|---------|---------|---------| + 46.03 | 39.92 | 36.00 | 2.21 | + ---------|---------|---------|---------| + 46.03 | 39.92 | 35.51 | 2.26 | + ---------|---------|---------|---------| + 46.03 | 39.92 | 35.02 | 2.35 | + ---------|---------|---------|---------| + 46.03 | 39.92 | 34.54 | 2.47 | + ---------|---------|---------|---------| + 46.03 | 39.92 | 34.05 | 2.59 | + ---------|---------|---------|---------| + 46.03 | 42.70 | 42.68 | 3.76 | + ---------|---------|---------|---------| + 46.03 | 42.70 | 42.20 | 3.55 | + ---------|---------|---------|---------| + 46.03 | 42.70 | 41.71 | 3.34 | + ---------|---------|---------|---------| + 46.03 | 42.70 | 41.22 | 3.13 | + ---------|---------|---------|---------| + 46.03 | 42.70 | 40.73 | 2.79 | + ---------|---------|---------|---------| + 46.03 | 42.70 | 40.24 | 2.66 | + ---------|---------|---------|---------| + 46.03 | 42.70 | 39.76 | 2.52 | + ---------|---------|---------|---------| + 46.03 | 42.70 | 39.27 | 2.28 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=23.88 till 57.00 taken. + ---------|---------|---------|---------| + 46.03 | 42.70 | 38.78 | 2.29 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=24.40 till 54.88 taken. + ---------|---------|---------|---------| + 46.03 | 42.70 | 38.29 | 2.33 | + ---------|---------|---------|---------| + 46.03 | 42.70 | 37.80 | 2.43 | + ---------|---------|---------|---------| + 46.03 | 42.70 | 37.31 | 2.56 | + ---------|---------|---------|---------| + 46.03 | 42.70 | 36.83 | 2.69 | + ---------|---------|---------|---------| + 48.81 | 17.70 | 17.68 | 12.34 | + ---------|---------|---------|---------| + 48.81 | 17.70 | 17.20 | 12.16 | + ---------|---------|---------|---------| + 48.81 | 17.70 | 16.71 | 12.00 | + ---------|---------|---------|---------| + 48.81 | 17.70 | 16.22 | 11.82 | + ---------|---------|---------|---------| + 48.81 | 17.70 | 15.73 | 11.63 | + ---------|---------|---------|---------| + 48.81 | 17.70 | 15.24 | 11.59 | + ---------|---------|---------|---------| + 48.81 | 17.70 | 14.76 | 11.58 | + ---------|---------|---------|---------| + 48.81 | 17.70 | 14.27 | 11.59 | + ---------|---------|---------|---------| + 48.81 | 17.70 | 13.78 | 11.61 | + ---------|---------|---------|---------| + 48.81 | 17.70 | 13.29 | 11.69 | + ---------|---------|---------|---------| + 48.81 | 17.70 | 12.80 | 11.87 | + ---------|---------|---------|---------| + 48.81 | 17.70 | 12.31 | - | + ---------|---------|---------|---------| + 48.81 | 17.70 | 11.83 | - | + ---------|---------|---------|---------| + 48.81 | 20.48 | 20.46 | 12.48 | + ---------|---------|---------|---------| + 48.81 | 20.48 | 19.97 | 12.32 | + ---------|---------|---------|---------| + 48.81 | 20.48 | 19.49 | 12.16 | + ---------|---------|---------|---------| + 48.81 | 20.48 | 19.00 | 11.97 | + ---------|---------|---------|---------| + 48.81 | 20.48 | 18.51 | 11.78 | + ---------|---------|---------|---------| + 48.81 | 20.48 | 18.02 | 11.64 | + ---------|---------|---------|---------| + 48.81 | 20.48 | 17.53 | 11.56 | + ---------|---------|---------|---------| + 48.81 | 20.48 | 17.04 | 11.56 | + ---------|---------|---------|---------| + 48.81 | 20.48 | 16.56 | 11.58 | + ---------|---------|---------|---------| + 48.81 | 20.48 | 16.07 | 11.65 | + ---------|---------|---------|---------| + 48.81 | 20.48 | 15.58 | 11.79 | + ---------|---------|---------|---------| + 48.81 | 20.48 | 15.09 | 12.19 | + ---------|---------|---------|---------| + 48.81 | 20.48 | 14.60 | - | + ---------|---------|---------|---------| + 48.81 | 23.26 | 23.24 | 12.62 | + ---------|---------|---------|---------| + 48.81 | 23.26 | 22.75 | 12.47 | + ---------|---------|---------|---------| + 48.81 | 23.26 | 22.26 | 12.31 | + ---------|---------|---------|---------| + 48.81 | 23.26 | 21.78 | 12.13 | + ---------|---------|---------|---------| + 48.81 | 23.26 | 21.29 | 11.95 | + ---------|---------|---------|---------| + 48.81 | 23.26 | 20.80 | 11.81 | + ---------|---------|---------|---------| + 48.81 | 23.26 | 20.31 | 11.61 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=32.84 till 58.17 taken. + ---------|---------|---------|---------| + 48.81 | 23.26 | 19.82 | 11.57 | + ---------|---------|---------|---------| + 48.81 | 23.26 | 19.33 | 11.58 | + ---------|---------|---------|---------| + 48.81 | 23.26 | 18.85 | 11.61 | + ---------|---------|---------|---------| + 48.81 | 23.26 | 18.36 | 11.74 | + ---------|---------|---------|---------| + 48.81 | 23.26 | 17.87 | 12.11 | + ---------|---------|---------|---------| + 48.81 | 23.26 | 17.38 | 12.34 | + ---------|---------|---------|---------| + 48.81 | 26.04 | 26.02 | 2.75 | + ---------|---------|---------|---------| + 48.81 | 26.04 | 25.53 | 2.60 | + ---------|---------|---------|---------| + 48.81 | 26.04 | 25.04 | 12.45 | + ---------|---------|---------|---------| + 48.81 | 26.04 | 24.55 | 12.28 | + ---------|---------|---------|---------| + 48.81 | 26.04 | 24.06 | 12.10 | + ---------|---------|---------|---------| + 48.81 | 26.04 | 23.58 | 11.97 | + ---------|---------|---------|---------| + 48.81 | 26.04 | 23.09 | 11.83 | + ---------|---------|---------|---------| + 48.81 | 26.04 | 22.60 | 11.64 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=32.20 till 57.14 taken. + ---------|---------|---------|---------| + 48.81 | 26.04 | 22.11 | 11.63 | + ---------|---------|---------|---------| + 48.81 | 26.04 | 21.62 | 11.64 | + ---------|---------|---------|---------| + 48.81 | 26.04 | 21.14 | 11.73 | + ---------|---------|---------|---------| + 48.81 | 26.04 | 20.65 | 12.01 | + ---------|---------|---------|---------| + 48.81 | 26.04 | 20.16 | 12.23 | + ---------|---------|---------|---------| + 48.81 | 28.81 | 28.80 | 2.87 | + ---------|---------|---------|---------| + 48.81 | 28.81 | 28.31 | 2.73 | + ---------|---------|---------|---------| + 48.81 | 28.81 | 27.82 | 2.58 | + ---------|---------|---------|---------| + 48.81 | 28.81 | 27.33 | 2.41 | + ---------|---------|---------|---------| + 48.81 | 28.81 | 26.84 | 12.23 | + ---------|---------|---------|---------| + 48.81 | 28.81 | 26.35 | 12.11 | + ---------|---------|---------|---------| + 48.81 | 28.81 | 25.87 | 11.98 | + ---------|---------|---------|---------| + 48.81 | 28.81 | 25.38 | 11.73 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=30.98 till 58.21 taken. + ---------|---------|---------|---------| + 48.81 | 28.81 | 24.89 | 11.70 | + ---------|---------|---------|---------| + 48.81 | 28.81 | 24.40 | 11.71 | + ---------|---------|---------|---------| + 48.81 | 28.81 | 23.91 | 11.77 | + ---------|---------|---------|---------| + 48.81 | 28.81 | 23.43 | 12.00 | + ---------|---------|---------|---------| + 48.81 | 28.81 | 22.94 | 12.14 | + ---------|---------|---------|---------| + 48.81 | 31.59 | 31.57 | 2.98 | + ---------|---------|---------|---------| + 48.81 | 31.59 | 31.08 | 2.84 | + ---------|---------|---------|---------| + 48.81 | 31.59 | 30.60 | 2.70 | + ---------|---------|---------|---------| + 48.81 | 31.59 | 30.11 | 2.54 | + ---------|---------|---------|---------| + 48.81 | 31.59 | 29.62 | 2.36 | + ---------|---------|---------|---------| + 48.81 | 31.59 | 29.13 | 2.24 | + ---------|---------|---------|---------| + 48.81 | 31.59 | 28.64 | 12.12 | + ---------|---------|---------|---------| + 48.81 | 31.59 | 28.16 | 11.98 | + ---------|---------|---------|---------| + 48.81 | 31.59 | 27.67 | 11.78 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=30.59 till 56.13 taken. + ---------|---------|---------|---------| + 48.81 | 31.59 | 27.18 | 11.79 | + ---------|---------|---------|---------| + 48.81 | 31.59 | 26.69 | 11.85 | + ---------|---------|---------|---------| + 48.81 | 31.59 | 26.20 | 12.05 | + ---------|---------|---------|---------| + 48.81 | 31.59 | 25.71 | 12.14 | + ---------|---------|---------|---------| + 48.81 | 34.37 | 34.35 | 3.11 | + ---------|---------|---------|---------| + 48.81 | 34.37 | 33.86 | 2.96 | + ---------|---------|---------|---------| + 48.81 | 34.37 | 33.37 | 2.82 | + ---------|---------|---------|---------| + 48.81 | 34.37 | 32.89 | 2.65 | + ---------|---------|---------|---------| + 48.81 | 34.37 | 32.40 | 2.48 | + ---------|---------|---------|---------| + 48.81 | 34.37 | 31.91 | 2.37 | + ---------|---------|---------|---------| + 48.81 | 34.37 | 31.42 | 2.25 | + ---------|---------|---------|---------| + 48.81 | 34.37 | 30.93 | 12.12 | + ---------|---------|---------|---------| + 48.81 | 34.37 | 30.45 | 11.85 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=29.52 till 56.46 taken. + ---------|---------|---------|---------| + 48.81 | 34.37 | 29.96 | 11.86 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=30.34 till 54.50 taken. + ---------|---------|---------|---------| + 48.81 | 34.37 | 29.47 | 11.92 | + ---------|---------|---------|---------| + 48.81 | 34.37 | 28.98 | 12.13 | + ---------|---------|---------|---------| + 48.81 | 34.37 | 28.49 | 12.20 | + ---------|---------|---------|---------| + 48.81 | 37.15 | 37.13 | - | + ---------|---------|---------|---------| + 48.81 | 37.15 | 36.64 | 3.10 | + ---------|---------|---------|---------| + 48.81 | 37.15 | 36.15 | 2.94 | + ---------|---------|---------|---------| + 48.81 | 37.15 | 35.66 | 2.77 | + ---------|---------|---------|---------| + 48.81 | 37.15 | 35.18 | 2.59 | + ---------|---------|---------|---------| + 48.81 | 37.15 | 34.69 | 2.48 | + ---------|---------|---------|---------| + 48.81 | 37.15 | 34.20 | 2.37 | + ---------|---------|---------|---------| + 48.81 | 37.15 | 33.71 | 2.25 | + ---------|---------|---------|---------| + 48.81 | 37.15 | 33.22 | 1.94 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=28.49 till 57.75 taken. + ---------|---------|---------|---------| + 48.81 | 37.15 | 32.74 | 11.94 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=29.35 till 54.72 taken. + ---------|---------|---------|---------| + 48.81 | 37.15 | 32.25 | 12.00 | + ---------|---------|---------|---------| + 48.81 | 37.15 | 31.76 | 12.22 | + ---------|---------|---------|---------| + 48.81 | 37.15 | 31.27 | 12.29 | + ---------|---------|---------|---------| + 48.81 | 39.92 | 39.91 | - | + ---------|---------|---------|---------| + 48.81 | 39.92 | 39.42 | - | + ---------|---------|---------|---------| + 48.81 | 39.92 | 38.93 | 3.08 | + ---------|---------|---------|---------| + 48.81 | 39.92 | 38.44 | 2.90 | + ---------|---------|---------|---------| + 48.81 | 39.92 | 37.95 | 2.70 | + ---------|---------|---------|---------| + 48.81 | 39.92 | 37.47 | 2.59 | + ---------|---------|---------|---------| + 48.81 | 39.92 | 36.98 | 2.49 | + ---------|---------|---------|---------| + 48.81 | 39.92 | 36.49 | 2.37 | + ---------|---------|---------|---------| + 48.81 | 39.92 | 36.00 | 2.23 | + ---------|---------|---------|---------| + 48.81 | 39.92 | 35.51 | 2.01 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=28.39 till 54.93 taken. + ---------|---------|---------|---------| + 48.81 | 39.92 | 35.02 | 12.07 | + ---------|---------|---------|---------| + 48.81 | 39.92 | 34.54 | 12.29 | + ---------|---------|---------|---------| + 48.81 | 39.92 | 34.05 | 12.38 | + ---------|---------|---------|---------| + 48.81 | 42.70 | 42.68 | - | + ---------|---------|---------|---------| + 48.81 | 42.70 | 42.20 | - | + ---------|---------|---------|---------| + 48.81 | 42.70 | 41.71 | - | + ---------|---------|---------|---------| + 48.81 | 42.70 | 41.22 | 3.04 | + ---------|---------|---------|---------| + 48.81 | 42.70 | 40.73 | 2.82 | + ---------|---------|---------|---------| + 48.81 | 42.70 | 40.24 | 2.71 | + ---------|---------|---------|---------| + 48.81 | 42.70 | 39.76 | 2.59 | + ---------|---------|---------|---------| + 48.81 | 42.70 | 39.27 | 2.48 | + ---------|---------|---------|---------| + 48.81 | 42.70 | 38.78 | 2.35 | + ---------|---------|---------|---------| + 48.81 | 42.70 | 38.29 | 2.08 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=27.47 till 55.14 taken. + ---------|---------|---------|---------| + 48.81 | 42.70 | 37.80 | 2.14 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=28.42 till 52.75 taken. + ---------|---------|---------|---------| + 48.81 | 42.70 | 37.31 | 12.37 | + ---------|---------|---------|---------| + 48.81 | 42.70 | 36.83 | 12.47 | + ---------|---------|---------|---------| + 51.58 | 17.70 | 17.68 | 13.15 | + ---------|---------|---------|---------| + 51.58 | 17.70 | 17.20 | 13.05 | + ---------|---------|---------|---------| + 51.58 | 17.70 | 16.71 | 12.92 | + ---------|---------|---------|---------| + 51.58 | 17.70 | 16.22 | 12.80 | + ---------|---------|---------|---------| + 51.58 | 17.70 | 15.73 | 12.68 | + ---------|---------|---------|---------| + 51.58 | 17.70 | 15.24 | 12.55 | + ---------|---------|---------|---------| + 51.58 | 17.70 | 14.76 | 12.39 | + ---------|---------|---------|---------| + 51.58 | 17.70 | 14.27 | 12.17 | + ---------|---------|---------|---------| + 51.58 | 17.70 | 13.78 | 12.01 | + ---------|---------|---------|---------| + 51.58 | 17.70 | 13.29 | 12.35 | + ---------|---------|---------|---------| + 51.58 | 17.70 | 12.80 | - | + ---------|---------|---------|---------| + 51.58 | 17.70 | 12.31 | - | + ---------|---------|---------|---------| + 51.58 | 17.70 | 11.83 | - | + ---------|---------|---------|---------| + 51.58 | 20.48 | 20.46 | 12.98 | + ---------|---------|---------|---------| + 51.58 | 20.48 | 19.97 | 12.87 | + ---------|---------|---------|---------| + 51.58 | 20.48 | 19.49 | 12.76 | + ---------|---------|---------|---------| + 51.58 | 20.48 | 19.00 | 12.68 | + ---------|---------|---------|---------| + 51.58 | 20.48 | 18.51 | 12.62 | + ---------|---------|---------|---------| + 51.58 | 20.48 | 18.02 | 12.53 | + ---------|---------|---------|---------| + 51.58 | 20.48 | 17.53 | 12.40 | + ---------|---------|---------|---------| + 51.58 | 20.48 | 17.04 | 12.25 | + ---------|---------|---------|---------| + 51.58 | 20.48 | 16.56 | 11.85 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=38.65 till 57.92 taken. + ---------|---------|---------|---------| + 51.58 | 20.48 | 16.07 | 11.98 | + ---------|---------|---------|---------| + 51.58 | 20.48 | 15.58 | - | + ---------|---------|---------|---------| + 51.58 | 20.48 | 15.09 | - | + ---------|---------|---------|---------| + 51.58 | 20.48 | 14.60 | - | + ---------|---------|---------|---------| + 51.58 | 23.26 | 23.24 | 13.02 | + ---------|---------|---------|---------| + 51.58 | 23.26 | 22.75 | 12.86 | + ---------|---------|---------|---------| + 51.58 | 23.26 | 22.26 | 12.72 | + ---------|---------|---------|---------| + 51.58 | 23.26 | 21.78 | 12.60 | + ---------|---------|---------|---------| + 51.58 | 23.26 | 21.29 | 12.53 | + ---------|---------|---------|---------| + 51.58 | 23.26 | 20.80 | 12.46 | + ---------|---------|---------|---------| + 51.58 | 23.26 | 20.31 | 12.39 | + ---------|---------|---------|---------| + 51.58 | 23.26 | 19.82 | 12.29 | + ---------|---------|---------|---------| + 51.58 | 23.26 | 19.33 | 12.13 | + ---------|---------|---------|---------| + 51.58 | 23.26 | 18.85 | 11.82 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=37.90 till 55.92 taken. + ---------|---------|---------|---------| + 51.58 | 23.26 | 18.36 | - | + ---------|---------|---------|---------| + 51.58 | 23.26 | 17.87 | - | + ---------|---------|---------|---------| + 51.58 | 23.26 | 17.38 | - | + ---------|---------|---------|---------| + 51.58 | 26.04 | 26.02 | 13.10 | + ---------|---------|---------|---------| + 51.58 | 26.04 | 25.53 | 12.94 | + ---------|---------|---------|---------| + 51.58 | 26.04 | 25.04 | 12.78 | + ---------|---------|---------|---------| + 51.58 | 26.04 | 24.55 | 12.65 | + ---------|---------|---------|---------| + 51.58 | 26.04 | 24.06 | 12.54 | + ---------|---------|---------|---------| + 51.58 | 26.04 | 23.58 | 12.44 | + ---------|---------|---------|---------| + 51.58 | 26.04 | 23.09 | 12.36 | + ---------|---------|---------|---------| + 51.58 | 26.04 | 22.60 | 12.27 | + ---------|---------|---------|---------| + 51.58 | 26.04 | 22.11 | 12.17 | + ---------|---------|---------|---------| + 51.58 | 26.04 | 21.62 | 11.78 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=36.43 till 56.19 taken. + ---------|---------|---------|---------| + 51.58 | 26.04 | 21.14 | 11.96 | + ---------|---------|---------|---------| + 51.58 | 26.04 | 20.65 | - | + ---------|---------|---------|---------| + 51.58 | 26.04 | 20.16 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=39.38 till 45.23 taken. + ---------|---------|---------|---------| + 51.58 | 28.81 | 28.80 | - | + ---------|---------|---------|---------| + 51.58 | 28.81 | 28.31 | 13.02 | + ---------|---------|---------|---------| + 51.58 | 28.81 | 27.82 | 12.87 | + ---------|---------|---------|---------| + 51.58 | 28.81 | 27.33 | 12.72 | + ---------|---------|---------|---------| + 51.58 | 28.81 | 26.84 | 12.62 | + ---------|---------|---------|---------| + 51.58 | 28.81 | 26.35 | 12.51 | + ---------|---------|---------|---------| + 51.58 | 28.81 | 25.87 | 12.40 | + ---------|---------|---------|---------| + 51.58 | 28.81 | 25.38 | 12.29 | + ---------|---------|---------|---------| + 51.58 | 28.81 | 24.89 | 12.18 | + ---------|---------|---------|---------| + 51.58 | 28.81 | 24.40 | 11.74 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=35.23 till 56.45 taken. + ---------|---------|---------|---------| + 51.58 | 28.81 | 23.91 | 11.90 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=35.97 till 53.58 taken. + ---------|---------|---------|---------| + 51.58 | 28.81 | 23.43 | - | + ---------|---------|---------|---------| + 51.58 | 28.81 | 22.94 | - | + ---------|---------|---------|---------| + 51.58 | 31.59 | 31.57 | - | + ---------|---------|---------|---------| + 51.58 | 31.59 | 31.08 | - | + ---------|---------|---------|---------| + 51.58 | 31.59 | 30.60 | 12.95 | + ---------|---------|---------|---------| + 51.58 | 31.59 | 30.11 | 12.81 | + ---------|---------|---------|---------| + 51.58 | 31.59 | 29.62 | 12.71 | + ---------|---------|---------|---------| + 51.58 | 31.59 | 29.13 | 12.60 | + ---------|---------|---------|---------| + 51.58 | 31.59 | 28.64 | 12.49 | + ---------|---------|---------|---------| + 51.58 | 31.59 | 28.16 | 12.37 | + ---------|---------|---------|---------| + 51.58 | 31.59 | 27.67 | 12.23 | + ---------|---------|---------|---------| + 51.58 | 31.59 | 27.18 | 11.77 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=34.20 till 58.39 taken. + ---------|---------|---------|---------| + 51.58 | 31.59 | 26.69 | 11.83 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=34.97 till 53.66 taken. + ---------|---------|---------|---------| + 51.58 | 31.59 | 26.20 | 12.31 | + ---------|---------|---------|---------| + 51.58 | 31.59 | 25.71 | - | + ---------|---------|---------|---------| + 51.58 | 34.37 | 34.35 | - | + ---------|---------|---------|---------| + 51.58 | 34.37 | 33.86 | - | + ---------|---------|---------|---------| + 51.58 | 34.37 | 33.37 | - | + ---------|---------|---------|---------| + 51.58 | 34.37 | 32.89 | 12.89 | + ---------|---------|---------|---------| + 51.58 | 34.37 | 32.40 | 12.79 | + ---------|---------|---------|---------| + 51.58 | 34.37 | 31.91 | 12.69 | + ---------|---------|---------|---------| + 51.58 | 34.37 | 31.42 | 12.59 | + ---------|---------|---------|---------| + 51.58 | 34.37 | 30.93 | 12.47 | + ---------|---------|---------|---------| + 51.58 | 34.37 | 30.45 | 12.34 | + ---------|---------|---------|---------| + 51.58 | 34.37 | 29.96 | 12.17 | + ---------|---------|---------|---------| + 51.58 | 34.37 | 29.47 | 11.81 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=34.03 till 53.74 taken. + ---------|---------|---------|---------| + 51.58 | 34.37 | 28.98 | 12.19 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=34.86 till 52.10 taken. + ---------|---------|---------|---------| + 51.58 | 34.37 | 28.49 | - | + ---------|---------|---------|---------| + 51.58 | 37.15 | 37.13 | - | + ---------|---------|---------|---------| + 51.58 | 37.15 | 36.64 | - | + ---------|---------|---------|---------| + 51.58 | 37.15 | 36.15 | - | + ---------|---------|---------|---------| + 51.58 | 37.15 | 35.66 | - | + ---------|---------|---------|---------| + 51.58 | 37.15 | 35.18 | 2.88 | + ---------|---------|---------|---------| + 51.58 | 37.15 | 34.69 | 12.78 | + ---------|---------|---------|---------| + 51.58 | 37.15 | 34.20 | 12.68 | + ---------|---------|---------|---------| + 51.58 | 37.15 | 33.71 | 12.57 | + ---------|---------|---------|---------| + 51.58 | 37.15 | 33.22 | 12.44 | + ---------|---------|---------|---------| + 51.58 | 37.15 | 32.74 | 12.28 | + ---------|---------|---------|---------| + 51.58 | 37.15 | 32.25 | 11.85 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=33.13 till 53.81 taken. + ---------|---------|---------|---------| + 51.58 | 37.15 | 31.76 | 12.15 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=34.00 till 52.10 taken. + ---------|---------|---------|---------| + 51.58 | 37.15 | 31.27 | 12.38 | + ---------|---------|---------|---------| + 51.58 | 39.92 | 39.91 | - | + ---------|---------|---------|---------| + 51.58 | 39.92 | 39.42 | - | + ---------|---------|---------|---------| + 51.58 | 39.92 | 38.93 | - | + ---------|---------|---------|---------| + 51.58 | 39.92 | 38.44 | - | + ---------|---------|---------|---------| + 51.58 | 39.92 | 37.95 | - | + ---------|---------|---------|---------| + 51.58 | 39.92 | 37.47 | 2.87 | + ---------|---------|---------|---------| + 51.58 | 39.92 | 36.98 | 12.77 | + ---------|---------|---------|---------| + 51.58 | 39.92 | 36.49 | 12.66 | + ---------|---------|---------|---------| + 51.58 | 39.92 | 36.00 | 12.54 | + ---------|---------|---------|---------| + 51.58 | 39.92 | 35.51 | 12.39 | + ---------|---------|---------|---------| + 51.58 | 39.92 | 35.02 | 11.91 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=32.28 till 53.87 taken. + ---------|---------|---------|---------| + 51.58 | 39.92 | 34.54 | 12.17 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=33.18 till 52.10 taken. + ---------|---------|---------|---------| + 51.58 | 39.92 | 34.05 | 12.33 | + ---------|---------|---------|---------| + 51.58 | 42.70 | 42.68 | - | + ---------|---------|---------|---------| + 51.58 | 42.70 | 42.20 | - | + ---------|---------|---------|---------| + 51.58 | 42.70 | 41.71 | - | + ---------|---------|---------|---------| + 51.58 | 42.70 | 41.22 | - | + ---------|---------|---------|---------| + 51.58 | 42.70 | 40.73 | - | + ---------|---------|---------|---------| + 51.58 | 42.70 | 40.24 | 2.96 | + ---------|---------|---------|---------| + 51.58 | 42.70 | 39.76 | 2.86 | + ---------|---------|---------|---------| + 51.58 | 42.70 | 39.27 | 12.75 | + ---------|---------|---------|---------| + 51.58 | 42.70 | 38.78 | 12.63 | + ---------|---------|---------|---------| + 51.58 | 42.70 | 38.29 | 12.49 | + ---------|---------|---------|---------| + 51.58 | 42.70 | 37.80 | 11.98 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=31.42 till 53.94 taken. + ---------|---------|---------|---------| + 51.58 | 42.70 | 37.31 | 12.23 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=32.39 till 52.10 taken. + ---------|---------|---------|---------| + 51.58 | 42.70 | 36.83 | 12.34 | + ---------|---------|---------|---------| + 54.36 | 17.70 | 17.68 | 16.14 | + ---------|---------|---------|---------| + 54.36 | 17.70 | 17.20 | 16.49 | + ---------|---------|---------|---------| + 54.36 | 17.70 | 16.71 | 17.11 | + ---------|---------|---------|---------| + 54.36 | 17.70 | 16.22 | 18.46 | + ---------|---------|---------|---------| + 54.36 | 17.70 | 15.73 | 20.74 | + ---------|---------|---------|---------| + 54.36 | 17.70 | 15.24 | 25.05 | + ---------|---------|---------|---------| + 54.36 | 17.70 | 14.76 | 36.83 | + ---------|---------|---------|---------| + 54.36 | 17.70 | 14.27 | 81.12 | + ---------|---------|---------|---------| + 54.36 | 17.70 | 13.78 | - | + ---------|---------|---------|---------| + 54.36 | 17.70 | 13.29 | - | + ---------|---------|---------|---------| + 54.36 | 17.70 | 12.80 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=48.55 till 55.30 taken. + ---------|---------|---------|---------| + 54.36 | 17.70 | 12.31 | - | + ---------|---------|---------|---------| + 54.36 | 17.70 | 11.83 | - | + ---------|---------|---------|---------| + 54.36 | 20.48 | 20.46 | 14.96 | + ---------|---------|---------|---------| + 54.36 | 20.48 | 19.97 | 15.03 | + ---------|---------|---------|---------| + 54.36 | 20.48 | 19.49 | 15.18 | + ---------|---------|---------|---------| + 54.36 | 20.48 | 19.00 | 15.59 | + ---------|---------|---------|---------| + 54.36 | 20.48 | 18.51 | 16.27 | + ---------|---------|---------|---------| + 54.36 | 20.48 | 18.02 | 17.48 | + ---------|---------|---------|---------| + 54.36 | 20.48 | 17.53 | 19.99 | + ---------|---------|---------|---------| + 54.36 | 20.48 | 17.04 | 26.86 | + ---------|---------|---------|---------| + 54.36 | 20.48 | 16.56 | 62.12 | + ---------|---------|---------|---------| + 54.36 | 20.48 | 16.07 | - | + ---------|---------|---------|---------| + 54.36 | 20.48 | 15.58 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=47.65 till 55.37 taken. + ---------|---------|---------|---------| + 54.36 | 20.48 | 15.09 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=49.64 till 51.46 taken. + ---------|---------|---------|---------| + 54.36 | 20.48 | 14.60 | - | + ---------|---------|---------|---------| + 54.36 | 23.26 | 23.24 | - | + ---------|---------|---------|---------| + 54.36 | 23.26 | 22.75 | - | + ---------|---------|---------|---------| + 54.36 | 23.26 | 22.26 | 14.38 | + ---------|---------|---------|---------| + 54.36 | 23.26 | 21.78 | 14.56 | + ---------|---------|---------|---------| + 54.36 | 23.26 | 21.29 | 14.85 | + ---------|---------|---------|---------| + 54.36 | 23.26 | 20.80 | 15.27 | + ---------|---------|---------|---------| + 54.36 | 23.26 | 20.31 | 16.00 | + ---------|---------|---------|---------| + 54.36 | 23.26 | 19.82 | 17.63 | + ---------|---------|---------|---------| + 54.36 | 23.26 | 19.33 | 22.89 | + ---------|---------|---------|---------| + 54.36 | 23.26 | 18.85 | - | + ---------|---------|---------|---------| + 54.36 | 23.26 | 18.36 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=46.78 till 55.42 taken. + ---------|---------|---------|---------| + 54.36 | 23.26 | 17.87 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=48.88 till 51.62 taken. + ---------|---------|---------|---------| + 54.36 | 23.26 | 17.38 | - | + ---------|---------|---------|---------| + 54.36 | 26.04 | 26.02 | - | + ---------|---------|---------|---------| + 54.36 | 26.04 | 25.53 | - | + ---------|---------|---------|---------| + 54.36 | 26.04 | 25.04 | - | + ---------|---------|---------|---------| + 54.36 | 26.04 | 24.55 | 13.94 | + ---------|---------|---------|---------| + 54.36 | 26.04 | 24.06 | 14.17 | + ---------|---------|---------|---------| + 54.36 | 26.04 | 23.58 | 14.40 | + ---------|---------|---------|---------| + 54.36 | 26.04 | 23.09 | 14.72 | + ---------|---------|---------|---------| + 54.36 | 26.04 | 22.60 | 15.27 | + ---------|---------|---------|---------| + 54.36 | 26.04 | 22.11 | 16.56 | + ---------|---------|---------|---------| + 54.36 | 26.04 | 21.62 | - | + ---------|---------|---------|---------| + 54.36 | 26.04 | 21.14 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=45.93 till 55.47 taken. + ---------|---------|---------|---------| + 54.36 | 26.04 | 20.65 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=48.12 till 51.72 taken. + ---------|---------|---------|---------| + 54.36 | 26.04 | 20.16 | - | + ---------|---------|---------|---------| + 54.36 | 28.81 | 28.80 | - | + ---------|---------|---------|---------| + 54.36 | 28.81 | 28.31 | - | + ---------|---------|---------|---------| + 54.36 | 28.81 | 27.82 | - | + ---------|---------|---------|---------| + 54.36 | 28.81 | 27.33 | - | + ---------|---------|---------|---------| + 54.36 | 28.81 | 26.84 | 13.70 | + ---------|---------|---------|---------| + 54.36 | 28.81 | 26.35 | 13.84 | + ---------|---------|---------|---------| + 54.36 | 28.81 | 25.87 | 14.10 | + ---------|---------|---------|---------| + 54.36 | 28.81 | 25.38 | 14.39 | + ---------|---------|---------|---------| + 54.36 | 28.81 | 24.89 | 14.89 | + ---------|---------|---------|---------| + 54.36 | 28.81 | 24.40 | 16.16 | + ---------|---------|---------|---------| + 54.36 | 28.81 | 23.91 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=39.70 till 55.52 taken. + ---------|---------|---------|---------| + 54.36 | 28.81 | 23.43 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=47.36 till 51.78 taken. + ---------|---------|---------|---------| + 54.36 | 28.81 | 22.94 | - | + ---------|---------|---------|---------| + 54.36 | 31.59 | 31.57 | - | + ---------|---------|---------|---------| + 54.36 | 31.59 | 31.08 | - | + ---------|---------|---------|---------| + 54.36 | 31.59 | 30.60 | - | + ---------|---------|---------|---------| + 54.36 | 31.59 | 30.11 | - | + ---------|---------|---------|---------| + 54.36 | 31.59 | 29.62 | - | + ---------|---------|---------|---------| + 54.36 | 31.59 | 29.13 | 13.53 | + ---------|---------|---------|---------| + 54.36 | 31.59 | 28.64 | 13.64 | + ---------|---------|---------|---------| + 54.36 | 31.59 | 28.16 | 13.85 | + ---------|---------|---------|---------| + 54.36 | 31.59 | 27.67 | 14.19 | + ---------|---------|---------|---------| + 54.36 | 31.59 | 27.18 | 14.76 | + ---------|---------|---------|---------| + 54.36 | 31.59 | 26.69 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=38.41 till 55.56 taken. + ---------|---------|---------|---------| + 54.36 | 31.59 | 26.20 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=39.60 till 44.45 taken. + ---------|---------|---------|---------| + 54.36 | 31.59 | 25.71 | - | + ---------|---------|---------|---------| + 54.36 | 34.37 | 34.35 | - | + ---------|---------|---------|---------| + 54.36 | 34.37 | 33.86 | - | + ---------|---------|---------|---------| + 54.36 | 34.37 | 33.37 | - | + ---------|---------|---------|---------| + 54.36 | 34.37 | 32.89 | - | + ---------|---------|---------|---------| + 54.36 | 34.37 | 32.40 | - | + ---------|---------|---------|---------| + 54.36 | 34.37 | 31.91 | - | + ---------|---------|---------|---------| + 54.36 | 34.37 | 31.42 | 13.42 | + ---------|---------|---------|---------| + 54.36 | 34.37 | 30.93 | 13.51 | + ---------|---------|---------|---------| + 54.36 | 34.37 | 30.45 | 13.69 | + ---------|---------|---------|---------| + 54.36 | 34.37 | 29.96 | 14.12 | + ---------|---------|---------|---------| + 54.36 | 34.37 | 29.47 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=37.13 till 55.60 taken. + ---------|---------|---------|---------| + 54.36 | 34.37 | 28.98 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=38.37 till 45.41 taken. + ---------|---------|---------|---------| + 54.36 | 34.37 | 28.49 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=39.74 till 41.83 taken. + ---------|---------|---------|---------| + 54.36 | 37.15 | 37.13 | - | + ---------|---------|---------|---------| + 54.36 | 37.15 | 36.64 | - | + ---------|---------|---------|---------| + 54.36 | 37.15 | 36.15 | - | + ---------|---------|---------|---------| + 54.36 | 37.15 | 35.66 | - | + ---------|---------|---------|---------| + 54.36 | 37.15 | 35.18 | - | + ---------|---------|---------|---------| + 54.36 | 37.15 | 34.69 | - | + ---------|---------|---------|---------| + 54.36 | 37.15 | 34.20 | - | + ---------|---------|---------|---------| + 54.36 | 37.15 | 33.71 | 13.35 | + ---------|---------|---------|---------| + 54.36 | 37.15 | 33.22 | 13.43 | + ---------|---------|---------|---------| + 54.36 | 37.15 | 32.74 | 13.61 | + ---------|---------|---------|---------| + 54.36 | 37.15 | 32.25 | 12.34 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=35.91 till 55.63 taken. + ---------|---------|---------|---------| + 54.36 | 37.15 | 31.76 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=37.15 till 51.88 taken. + ---------|---------|---------|---------| + 54.36 | 37.15 | 31.27 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=38.56 till 43.69 taken. + ---------|---------|---------|---------| + 54.36 | 39.92 | 39.91 | - | + ---------|---------|---------|---------| + 54.36 | 39.92 | 39.42 | - | + ---------|---------|---------|---------| + 54.36 | 39.92 | 38.93 | - | + ---------|---------|---------|---------| + 54.36 | 39.92 | 38.44 | - | + ---------|---------|---------|---------| + 54.36 | 39.92 | 37.95 | - | + ---------|---------|---------|---------| + 54.36 | 39.92 | 37.47 | - | + ---------|---------|---------|---------| + 54.36 | 39.92 | 36.98 | - | + ---------|---------|---------|---------| + 54.36 | 39.92 | 36.49 | 13.35 | + ---------|---------|---------|---------| + 54.36 | 39.92 | 36.00 | 13.31 | + ---------|---------|---------|---------| + 54.36 | 39.92 | 35.51 | 13.37 | + ---------|---------|---------|---------| + 54.36 | 39.92 | 35.02 | 12.18 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=35.06 till 55.66 taken. + ---------|---------|---------|---------| + 54.36 | 39.92 | 34.54 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=35.96 till 51.91 taken. + ---------|---------|---------|---------| + 54.36 | 39.92 | 34.05 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=37.39 till 44.38 taken. + ---------|---------|---------|---------| + 54.36 | 42.70 | 42.68 | - | + ---------|---------|---------|---------| + 54.36 | 42.70 | 42.20 | - | + ---------|---------|---------|---------| + 54.36 | 42.70 | 41.71 | - | + ---------|---------|---------|---------| + 54.36 | 42.70 | 41.22 | - | + ---------|---------|---------|---------| + 54.36 | 42.70 | 40.73 | - | + ---------|---------|---------|---------| + 54.36 | 42.70 | 40.24 | - | + ---------|---------|---------|---------| + 54.36 | 42.70 | 39.76 | - | + ---------|---------|---------|---------| + 54.36 | 42.70 | 39.27 | - | + ---------|---------|---------|---------| + 54.36 | 42.70 | 38.78 | 13.32 | + ---------|---------|---------|---------| + 54.36 | 42.70 | 38.29 | 13.27 | + ---------|---------|---------|---------| + 54.36 | 42.70 | 37.80 | 12.12 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=34.24 till 55.69 taken. + ---------|---------|---------|---------| + 54.36 | 42.70 | 37.31 | 12.50 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=35.17 till 51.92 taken. + ---------|---------|---------|---------| + 54.36 | 42.70 | 36.83 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=36.22 till 44.81 taken. + ---------|---------|---------|---------| + 57.14 | 17.70 | 17.68 | - | + ---------|---------|---------|---------| + 57.14 | 17.70 | 17.20 | - | + ---------|---------|---------|---------| + 57.14 | 17.70 | 16.71 | 24.18 | + ---------|---------|---------|---------| + 57.14 | 17.70 | 16.22 | 20.35 | + ---------|---------|---------|---------| + 57.14 | 17.70 | 15.73 | - | + ---------|---------|---------|---------| + 57.14 | 17.70 | 15.24 | - | + ---------|---------|---------|---------| + 57.14 | 17.70 | 14.76 | - | + ---------|---------|---------|---------| + 57.14 | 17.70 | 14.27 | - | + ---------|---------|---------|---------| + 57.14 | 17.70 | 13.78 | - | + ---------|---------|---------|---------| + 57.14 | 17.70 | 13.29 | - | + ---------|---------|---------|---------| + 57.14 | 17.70 | 12.80 | - | + ---------|---------|---------|---------| + 57.14 | 17.70 | 12.31 | - | + ---------|---------|---------|---------| + 57.14 | 17.70 | 11.83 | - | + ---------|---------|---------|---------| + 57.14 | 20.48 | 20.46 | - | + ---------|---------|---------|---------| + 57.14 | 20.48 | 19.97 | - | + ---------|---------|---------|---------| + 57.14 | 20.48 | 19.49 | - | + ---------|---------|---------|---------| + 57.14 | 20.48 | 19.00 | - | + ---------|---------|---------|---------| + 57.14 | 20.48 | 18.51 | 22.79 | + ---------|---------|---------|---------| + 57.14 | 20.48 | 18.02 | 19.20 | + ---------|---------|---------|---------| + 57.14 | 20.48 | 17.53 | - | + ---------|---------|---------|---------| + 57.14 | 20.48 | 17.04 | - | + ---------|---------|---------|---------| + 57.14 | 20.48 | 16.56 | - | + ---------|---------|---------|---------| + 57.14 | 20.48 | 16.07 | - | + ---------|---------|---------|---------| + 57.14 | 20.48 | 15.58 | - | + ---------|---------|---------|---------| + 57.14 | 20.48 | 15.09 | - | + ---------|---------|---------|---------| + 57.14 | 20.48 | 14.60 | - | + ---------|---------|---------|---------| + 57.14 | 23.26 | 23.24 | - | + ---------|---------|---------|---------| + 57.14 | 23.26 | 22.75 | - | + ---------|---------|---------|---------| + 57.14 | 23.26 | 22.26 | - | + ---------|---------|---------|---------| + 57.14 | 23.26 | 21.78 | - | + ---------|---------|---------|---------| + 57.14 | 23.26 | 21.29 | - | + ---------|---------|---------|---------| + 57.14 | 23.26 | 20.80 | 26.29 | + ---------|---------|---------|---------| + 57.14 | 23.26 | 20.31 | 19.71 | + ---------|---------|---------|---------| + 57.14 | 23.26 | 19.82 | - | + ---------|---------|---------|---------| + 57.14 | 23.26 | 19.33 | - | + ---------|---------|---------|---------| + 57.14 | 23.26 | 18.85 | - | + ---------|---------|---------|---------| + 57.14 | 23.26 | 18.36 | - | + ---------|---------|---------|---------| + 57.14 | 23.26 | 17.87 | - | + ---------|---------|---------|---------| + 57.14 | 23.26 | 17.38 | - | + ---------|---------|---------|---------| + 57.14 | 26.04 | 26.02 | - | + ---------|---------|---------|---------| + 57.14 | 26.04 | 25.53 | - | + ---------|---------|---------|---------| + 57.14 | 26.04 | 25.04 | - | + ---------|---------|---------|---------| + 57.14 | 26.04 | 24.55 | - | + ---------|---------|---------|---------| + 57.14 | 26.04 | 24.06 | - | + ---------|---------|---------|---------| + 57.14 | 26.04 | 23.58 | - | + ---------|---------|---------|---------| + 57.14 | 26.04 | 23.09 | 30.44 | + ---------|---------|---------|---------| + 57.14 | 26.04 | 22.60 | 19.71 | + ---------|---------|---------|---------| + 57.14 | 26.04 | 22.11 | - | + ---------|---------|---------|---------| + 57.14 | 26.04 | 21.62 | - | + ---------|---------|---------|---------| + 57.14 | 26.04 | 21.14 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=56.54 till 65.90 taken. + ---------|---------|---------|---------| + 57.14 | 26.04 | 20.65 | - | + ---------|---------|---------|---------| + 57.14 | 26.04 | 20.16 | - | + ---------|---------|---------|---------| + 57.14 | 28.81 | 28.80 | - | + ---------|---------|---------|---------| + 57.14 | 28.81 | 28.31 | - | + ---------|---------|---------|---------| + 57.14 | 28.81 | 27.82 | - | + ---------|---------|---------|---------| + 57.14 | 28.81 | 27.33 | - | + ---------|---------|---------|---------| + 57.14 | 28.81 | 26.84 | - | + ---------|---------|---------|---------| + 57.14 | 28.81 | 26.35 | - | + ---------|---------|---------|---------| + 57.14 | 28.81 | 25.87 | - | + ---------|---------|---------|---------| + 57.14 | 28.81 | 25.38 | 32.73 | + ---------|---------|---------|---------| + 57.14 | 28.81 | 24.89 | - | + ---------|---------|---------|---------| + 57.14 | 28.81 | 24.40 | - | + ---------|---------|---------|---------| + 57.14 | 28.81 | 23.91 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=56.54 till 66.48 taken. + ---------|---------|---------|---------| + 57.14 | 28.81 | 23.43 | - | + ---------|---------|---------|---------| + 57.14 | 28.81 | 22.94 | - | + ---------|---------|---------|---------| + 57.14 | 31.59 | 31.57 | - | + ---------|---------|---------|---------| + 57.14 | 31.59 | 31.08 | - | + ---------|---------|---------|---------| + 57.14 | 31.59 | 30.60 | - | + ---------|---------|---------|---------| + 57.14 | 31.59 | 30.11 | - | + ---------|---------|---------|---------| + 57.14 | 31.59 | 29.62 | - | + ---------|---------|---------|---------| + 57.14 | 31.59 | 29.13 | - | + ---------|---------|---------|---------| + 57.14 | 31.59 | 28.64 | - | + ---------|---------|---------|---------| + 57.14 | 31.59 | 28.16 | - | + ---------|---------|---------|---------| + 57.14 | 31.59 | 27.67 | 29.92 | + ---------|---------|---------|---------| + 57.14 | 31.59 | 27.18 | - | + ---------|---------|---------|---------| + 57.14 | 31.59 | 26.69 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=56.53 till 67.03 taken. + ---------|---------|---------|---------| + 57.14 | 31.59 | 26.20 | - | + ---------|---------|---------|---------| + 57.14 | 31.59 | 25.71 | - | + ---------|---------|---------|---------| + 57.14 | 34.37 | 34.35 | - | + ---------|---------|---------|---------| + 57.14 | 34.37 | 33.86 | - | + ---------|---------|---------|---------| + 57.14 | 34.37 | 33.37 | - | + ---------|---------|---------|---------| + 57.14 | 34.37 | 32.89 | - | + ---------|---------|---------|---------| + 57.14 | 34.37 | 32.40 | - | + ---------|---------|---------|---------| + 57.14 | 34.37 | 31.91 | - | + ---------|---------|---------|---------| + 57.14 | 34.37 | 31.42 | - | + ---------|---------|---------|---------| + 57.14 | 34.37 | 30.93 | - | + ---------|---------|---------|---------| + 57.14 | 34.37 | 30.45 | - | + ---------|---------|---------|---------| + 57.14 | 34.37 | 29.96 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=40.06 till 45.42 taken. + ---------|---------|---------|---------| + 57.14 | 34.37 | 29.47 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=56.53 till 67.55 taken. + ---------|---------|---------|---------| + 57.14 | 34.37 | 28.98 | - | + ---------|---------|---------|---------| + 57.14 | 34.37 | 28.49 | - | + ---------|---------|---------|---------| + 57.14 | 37.15 | 37.13 | - | + ---------|---------|---------|---------| + 57.14 | 37.15 | 36.64 | - | + ---------|---------|---------|---------| + 57.14 | 37.15 | 36.15 | - | + ---------|---------|---------|---------| + 57.14 | 37.15 | 35.66 | - | + ---------|---------|---------|---------| + 57.14 | 37.15 | 35.18 | - | + ---------|---------|---------|---------| + 57.14 | 37.15 | 34.69 | - | + ---------|---------|---------|---------| + 57.14 | 37.15 | 34.20 | - | + ---------|---------|---------|---------| + 57.14 | 37.15 | 33.71 | - | + ---------|---------|---------|---------| + 57.14 | 37.15 | 33.22 | - | + ---------|---------|---------|---------| + 57.14 | 37.15 | 32.74 | 305.60 | + ---------|---------|---------|---------| + 57.14 | 37.15 | 32.25 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=56.53 till 68.04 taken. + ---------|---------|---------|---------| + 57.14 | 37.15 | 31.76 | - | + ---------|---------|---------|---------| + 57.14 | 37.15 | 31.27 | - | + ---------|---------|---------|---------| + 57.14 | 39.92 | 39.91 | - | + ---------|---------|---------|---------| + 57.14 | 39.92 | 39.42 | - | + ---------|---------|---------|---------| + 57.14 | 39.92 | 38.93 | - | + ---------|---------|---------|---------| + 57.14 | 39.92 | 38.44 | - | + ---------|---------|---------|---------| + 57.14 | 39.92 | 37.95 | - | + ---------|---------|---------|---------| + 57.14 | 39.92 | 37.47 | - | + ---------|---------|---------|---------| + 57.14 | 39.92 | 36.98 | - | + ---------|---------|---------|---------| + 57.14 | 39.92 | 36.49 | - | + ---------|---------|---------|---------| + 57.14 | 39.92 | 36.00 | - | + ---------|---------|---------|---------| + 57.14 | 39.92 | 35.51 | 26.84 | + ---------|---------|---------|---------| + 57.14 | 39.92 | 35.02 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=38.74 till 44.78 taken. + ---------|---------|---------|---------| + 57.14 | 39.92 | 34.54 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=58.66 till 66.91 taken. + ---------|---------|---------|---------| + 57.14 | 39.92 | 34.05 | - | + ---------|---------|---------|---------| + 57.14 | 42.70 | 42.68 | - | + ---------|---------|---------|---------| + 57.14 | 42.70 | 42.20 | - | + ---------|---------|---------|---------| + 57.14 | 42.70 | 41.71 | - | + ---------|---------|---------|---------| + 57.14 | 42.70 | 41.22 | - | + ---------|---------|---------|---------| + 57.14 | 42.70 | 40.73 | - | + ---------|---------|---------|---------| + 57.14 | 42.70 | 40.24 | - | + ---------|---------|---------|---------| + 57.14 | 42.70 | 39.76 | - | + ---------|---------|---------|---------| + 57.14 | 42.70 | 39.27 | - | + ---------|---------|---------|---------| + 57.14 | 42.70 | 38.78 | - | + ---------|---------|---------|---------| + 57.14 | 42.70 | 38.29 | - | + ---------|---------|---------|---------| + 57.14 | 42.70 | 37.80 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=37.54 till 45.58 taken. + ---------|---------|---------|---------| + 57.14 | 42.70 | 37.31 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=39.07 till 42.74 taken. + ---------|---------|---------|---------| + 57.14 | 42.70 | 36.83 | - | + ---------|---------|---------|---------| + 59.92 | 17.70 | 17.68 | - | + ---------|---------|---------|---------| + 59.92 | 17.70 | 17.20 | - | + ---------|---------|---------|---------| + 59.92 | 17.70 | 16.71 | - | + ---------|---------|---------|---------| + 59.92 | 17.70 | 16.22 | - | + ---------|---------|---------|---------| + 59.92 | 17.70 | 15.73 | - | + ---------|---------|---------|---------| + 59.92 | 17.70 | 15.24 | - | + ---------|---------|---------|---------| + 59.92 | 17.70 | 14.76 | - | + ---------|---------|---------|---------| + 59.92 | 17.70 | 14.27 | - | + ---------|---------|---------|---------| + 59.92 | 17.70 | 13.78 | - | + ---------|---------|---------|---------| + 59.92 | 17.70 | 13.29 | - | + ---------|---------|---------|---------| + 59.92 | 17.70 | 12.80 | - | + ---------|---------|---------|---------| + 59.92 | 17.70 | 12.31 | - | + ---------|---------|---------|---------| + 59.92 | 17.70 | 11.83 | - | + ---------|---------|---------|---------| + 59.92 | 20.48 | 20.46 | - | + ---------|---------|---------|---------| + 59.92 | 20.48 | 19.97 | - | + ---------|---------|---------|---------| + 59.92 | 20.48 | 19.49 | - | + ---------|---------|---------|---------| + 59.92 | 20.48 | 19.00 | - | + ---------|---------|---------|---------| + 59.92 | 20.48 | 18.51 | - | + ---------|---------|---------|---------| + 59.92 | 20.48 | 18.02 | - | + ---------|---------|---------|---------| + 59.92 | 20.48 | 17.53 | - | + ---------|---------|---------|---------| + 59.92 | 20.48 | 17.04 | - | + ---------|---------|---------|---------| + 59.92 | 20.48 | 16.56 | - | + ---------|---------|---------|---------| + 59.92 | 20.48 | 16.07 | - | + ---------|---------|---------|---------| + 59.92 | 20.48 | 15.58 | - | + ---------|---------|---------|---------| + 59.92 | 20.48 | 15.09 | - | + ---------|---------|---------|---------| + 59.92 | 20.48 | 14.60 | - | + ---------|---------|---------|---------| + 59.92 | 23.26 | 23.24 | - | + ---------|---------|---------|---------| + 59.92 | 23.26 | 22.75 | - | + ---------|---------|---------|---------| + 59.92 | 23.26 | 22.26 | - | + ---------|---------|---------|---------| + 59.92 | 23.26 | 21.78 | - | + ---------|---------|---------|---------| + 59.92 | 23.26 | 21.29 | - | + ---------|---------|---------|---------| + 59.92 | 23.26 | 20.80 | - | + ---------|---------|---------|---------| + 59.92 | 23.26 | 20.31 | - | + ---------|---------|---------|---------| + 59.92 | 23.26 | 19.82 | - | + ---------|---------|---------|---------| + 59.92 | 23.26 | 19.33 | - | + ---------|---------|---------|---------| + 59.92 | 23.26 | 18.85 | - | + ---------|---------|---------|---------| + 59.92 | 23.26 | 18.36 | - | + ---------|---------|---------|---------| + 59.92 | 23.26 | 17.87 | - | + ---------|---------|---------|---------| + 59.92 | 23.26 | 17.38 | - | + ---------|---------|---------|---------| + 59.92 | 26.04 | 26.02 | - | + ---------|---------|---------|---------| + 59.92 | 26.04 | 25.53 | - | + ---------|---------|---------|---------| + 59.92 | 26.04 | 25.04 | - | + ---------|---------|---------|---------| + 59.92 | 26.04 | 24.55 | - | + ---------|---------|---------|---------| + 59.92 | 26.04 | 24.06 | - | + ---------|---------|---------|---------| + 59.92 | 26.04 | 23.58 | - | + ---------|---------|---------|---------| + 59.92 | 26.04 | 23.09 | - | + ---------|---------|---------|---------| + 59.92 | 26.04 | 22.60 | - | + ---------|---------|---------|---------| + 59.92 | 26.04 | 22.11 | - | + ---------|---------|---------|---------| + 59.92 | 26.04 | 21.62 | - | + ---------|---------|---------|---------| + 59.92 | 26.04 | 21.14 | - | + ---------|---------|---------|---------| + 59.92 | 26.04 | 20.65 | - | + ---------|---------|---------|---------| + 59.92 | 26.04 | 20.16 | - | + ---------|---------|---------|---------| + 59.92 | 28.81 | 28.80 | - | + ---------|---------|---------|---------| + 59.92 | 28.81 | 28.31 | - | + ---------|---------|---------|---------| + 59.92 | 28.81 | 27.82 | - | + ---------|---------|---------|---------| + 59.92 | 28.81 | 27.33 | - | + ---------|---------|---------|---------| + 59.92 | 28.81 | 26.84 | - | + ---------|---------|---------|---------| + 59.92 | 28.81 | 26.35 | - | + ---------|---------|---------|---------| + 59.92 | 28.81 | 25.87 | - | + ---------|---------|---------|---------| + 59.92 | 28.81 | 25.38 | - | + ---------|---------|---------|---------| + 59.92 | 28.81 | 24.89 | - | + ---------|---------|---------|---------| + 59.92 | 28.81 | 24.40 | - | + ---------|---------|---------|---------| + 59.92 | 28.81 | 23.91 | - | + ---------|---------|---------|---------| + 59.92 | 28.81 | 23.43 | - | + ---------|---------|---------|---------| + 59.92 | 28.81 | 22.94 | - | + ---------|---------|---------|---------| + 59.92 | 31.59 | 31.57 | - | + ---------|---------|---------|---------| + 59.92 | 31.59 | 31.08 | - | + ---------|---------|---------|---------| + 59.92 | 31.59 | 30.60 | - | + ---------|---------|---------|---------| + 59.92 | 31.59 | 30.11 | - | + ---------|---------|---------|---------| + 59.92 | 31.59 | 29.62 | - | + ---------|---------|---------|---------| + 59.92 | 31.59 | 29.13 | - | + ---------|---------|---------|---------| + 59.92 | 31.59 | 28.64 | - | + ---------|---------|---------|---------| + 59.92 | 31.59 | 28.16 | - | + ---------|---------|---------|---------| + 59.92 | 31.59 | 27.67 | - | + ---------|---------|---------|---------| + 59.92 | 31.59 | 27.18 | - | + ---------|---------|---------|---------| + 59.92 | 31.59 | 26.69 | - | + ---------|---------|---------|---------| + 59.92 | 31.59 | 26.20 | - | + ---------|---------|---------|---------| + 59.92 | 31.59 | 25.71 | - | + ---------|---------|---------|---------| + 59.92 | 34.37 | 34.35 | - | + ---------|---------|---------|---------| + 59.92 | 34.37 | 33.86 | - | + ---------|---------|---------|---------| + 59.92 | 34.37 | 33.37 | - | + ---------|---------|---------|---------| + 59.92 | 34.37 | 32.89 | - | + ---------|---------|---------|---------| + 59.92 | 34.37 | 32.40 | - | + ---------|---------|---------|---------| + 59.92 | 34.37 | 31.91 | - | + ---------|---------|---------|---------| + 59.92 | 34.37 | 31.42 | - | + ---------|---------|---------|---------| + 59.92 | 34.37 | 30.93 | - | + ---------|---------|---------|---------| + 59.92 | 34.37 | 30.45 | - | + ---------|---------|---------|---------| + 59.92 | 34.37 | 29.96 | - | + ---------|---------|---------|---------| + 59.92 | 34.37 | 29.47 | - | + ---------|---------|---------|---------| + 59.92 | 34.37 | 28.98 | - | + ---------|---------|---------|---------| + 59.92 | 34.37 | 28.49 | - | + ---------|---------|---------|---------| + 59.92 | 37.15 | 37.13 | - | + ---------|---------|---------|---------| + 59.92 | 37.15 | 36.64 | - | + ---------|---------|---------|---------| + 59.92 | 37.15 | 36.15 | - | + ---------|---------|---------|---------| + 59.92 | 37.15 | 35.66 | - | + ---------|---------|---------|---------| + 59.92 | 37.15 | 35.18 | - | + ---------|---------|---------|---------| + 59.92 | 37.15 | 34.69 | - | + ---------|---------|---------|---------| + 59.92 | 37.15 | 34.20 | - | + ---------|---------|---------|---------| + 59.92 | 37.15 | 33.71 | - | + ---------|---------|---------|---------| + 59.92 | 37.15 | 33.22 | - | + ---------|---------|---------|---------| + 59.92 | 37.15 | 32.74 | - | + ---------|---------|---------|---------| + 59.92 | 37.15 | 32.25 | - | + ---------|---------|---------|---------| + 59.92 | 37.15 | 31.76 | - | + ---------|---------|---------|---------| + 59.92 | 37.15 | 31.27 | - | + ---------|---------|---------|---------| + 59.92 | 39.92 | 39.91 | - | + ---------|---------|---------|---------| + 59.92 | 39.92 | 39.42 | - | + ---------|---------|---------|---------| + 59.92 | 39.92 | 38.93 | - | + ---------|---------|---------|---------| + 59.92 | 39.92 | 38.44 | - | + ---------|---------|---------|---------| + 59.92 | 39.92 | 37.95 | - | + ---------|---------|---------|---------| + 59.92 | 39.92 | 37.47 | - | + ---------|---------|---------|---------| + 59.92 | 39.92 | 36.98 | - | + ---------|---------|---------|---------| + 59.92 | 39.92 | 36.49 | - | + ---------|---------|---------|---------| + 59.92 | 39.92 | 36.00 | - | + ---------|---------|---------|---------| + 59.92 | 39.92 | 35.51 | - | + ---------|---------|---------|---------| + 59.92 | 39.92 | 35.02 | - | + ---------|---------|---------|---------| + 59.92 | 39.92 | 34.54 | - | + ---------|---------|---------|---------| + 59.92 | 39.92 | 34.05 | - | + ---------|---------|---------|---------| + 59.92 | 42.70 | 42.68 | - | + ---------|---------|---------|---------| + 59.92 | 42.70 | 42.20 | - | + ---------|---------|---------|---------| + 59.92 | 42.70 | 41.71 | - | + ---------|---------|---------|---------| + 59.92 | 42.70 | 41.22 | - | + ---------|---------|---------|---------| + 59.92 | 42.70 | 40.73 | - | + ---------|---------|---------|---------| + 59.92 | 42.70 | 40.24 | - | + ---------|---------|---------|---------| + 59.92 | 42.70 | 39.76 | - | + ---------|---------|---------|---------| + 59.92 | 42.70 | 39.27 | - | + ---------|---------|---------|---------| + 59.92 | 42.70 | 38.78 | - | + ---------|---------|---------|---------| + 59.92 | 42.70 | 38.29 | - | + ---------|---------|---------|---------| + 59.92 | 42.70 | 37.80 | - | + ---------|---------|---------|---------| + 59.92 | 42.70 | 37.31 | - | + ---------|---------|---------|---------| + 59.92 | 42.70 | 36.83 | - | + + Information on the critical circle : Fmin = 1.559 + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 47.42 [m] + Y co-ordinate center point : 19.09 [m] + Radius of critical circle : 16.14 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 5723.85 [kNm/m] + Driving moment free water : -4.95 [kNm/m] + Driving moment external loads : 398.16 [kNm/m] + Iterated resisting moment : 8921.69 [kNm/m] + Non-iterated resisting moment : 8475.26 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 33.95 | 10.21 | 10.70 | 0.65 | -56.60 | 0.00 | 1.17 | 2.70 | + 2 | 34.59 | 9.30 | 10.70 | 0.65 | -52.63 | 0.00 | 1.06 | 2.70 | + 3 | 35.24 | 8.51 | 10.70 | 0.65 | -49.00 | 0.00 | 0.98 | 2.70 | + 4 | 35.78 | 7.91 | 10.70 | 0.44 | -46.13 | 0.00 | 0.63 | 7.70 | + 5 | 36.34 | 7.36 | 10.63 | 0.67 | -43.36 | -11.89 | 0.92 | 7.70 | + 6 | 37.01 | 6.76 | 10.49 | 0.67 | -40.16 | -11.89 | 0.88 | 7.70 | + 7 | 37.67 | 6.23 | 10.35 | 0.64 | -37.17 | -11.89 | 0.81 | 6.60 | + 8 | 38.29 | 5.78 | 10.22 | 0.60 | -34.43 | -11.89 | 0.73 | 6.60 | + 9 | 38.89 | 5.38 | 10.09 | 0.60 | -31.87 | -11.89 | 0.71 | 6.60 | + 10 | 39.50 | 5.03 | 9.96 | 0.60 | -29.38 | -11.89 | 0.69 | 6.60 | + 11 | 39.85 | 4.83 | 9.87 | 0.10 | -27.95 | -28.89 | 0.11 | 6.60 | + 12 | 40.24 | 4.63 | 9.66 | 0.69 | -26.39 | -28.89 | 0.77 | 6.60 | + 13 | 40.93 | 4.31 | 9.28 | 0.69 | -23.70 | -28.89 | 0.75 | 6.60 | + 14 | 41.62 | 4.03 | 8.90 | 0.69 | -21.06 | -28.89 | 0.74 | 6.60 | + 15 | 42.31 | 3.78 | 8.52 | 0.69 | -18.46 | -28.89 | 0.72 | 6.60 | + 16 | 42.99 | 3.57 | 8.14 | 0.69 | -15.91 | -28.89 | 0.72 | 6.60 | + 17 | 43.68 | 3.39 | 7.76 | 0.69 | -13.38 | -28.89 | 0.71 | 6.60 | + 18 | 44.37 | 3.24 | 7.38 | 0.69 | -10.89 | -28.89 | 0.70 | 6.60 | + 19 | 45.06 | 3.12 | 7.00 | 0.69 | -8.41 | -28.89 | 0.70 | 6.60 | + 20 | 45.50 | 3.06 | 6.76 | 0.20 | -6.82 | -28.89 | 0.20 | 6.60 | + 21 | 45.90 | 3.02 | 6.66 | 0.61 | -5.38 | -7.82 | 0.61 | 6.60 | + 22 | 46.51 | 2.98 | 6.58 | 0.61 | -3.23 | -7.82 | 0.61 | 6.60 | + 23 | 47.11 | 2.95 | 6.49 | 0.61 | -1.07 | -7.82 | 0.61 | 6.60 | + 24 | 47.64 | 2.95 | 6.42 | 0.45 | 0.79 | -7.82 | 0.45 | 6.60 | + 25 | 48.08 | 2.96 | 6.36 | 0.45 | 2.37 | -7.82 | 0.45 | 6.60 | + 26 | 48.61 | 2.99 | 6.29 | 0.60 | 4.23 | -7.82 | 0.60 | 4.00 | + 27 | 49.20 | 3.05 | 6.21 | 0.60 | 6.36 | -7.82 | 0.60 | 4.00 | + 28 | 49.80 | 3.13 | 6.12 | 0.60 | 8.50 | -7.82 | 0.60 | 4.00 | + 29 | 50.40 | 3.23 | 6.04 | 0.60 | 10.65 | -7.82 | 0.61 | 4.00 | + 30 | 51.03 | 3.36 | 5.86 | 0.65 | 12.92 | -23.50 | 0.67 | 4.00 | + 31 | 51.67 | 3.52 | 5.58 | 0.65 | 15.30 | -23.50 | 0.67 | 4.00 | + 32 | 52.25 | 3.69 | 5.33 | 0.50 | 17.42 | -23.50 | 0.52 | 4.00 | + 33 | 52.75 | 3.86 | 5.11 | 0.50 | 19.29 | -23.50 | 0.53 | 4.00 | + 34 | 53.27 | 4.05 | 4.99 | 0.55 | 21.27 | -1.64 | 0.59 | 4.00 | + 35 | 53.82 | 4.27 | 4.98 | 0.55 | 23.37 | -1.64 | 0.59 | 4.00 | + 36 | 54.36 | 4.52 | 4.96 | 0.55 | 25.49 | -1.64 | 0.60 | 4.00 | + 37 | 54.91 | 4.79 | 4.95 | 0.55 | 27.66 | -1.64 | 0.62 | 4.00 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 5.84 | 22.35 | 22.35 | + 2 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 16.72 | 39.22 | 39.22 | + 3 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 26.20 | 53.90 | 53.90 | + 4 | 24.00 | 24.00 | 0.00 | 0.00 | -0.00 | 22.77 | 65.10 | 65.10 | + 5 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 40.90 | 60.82 | 60.82 | + 6 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 46.79 | 69.58 | 69.58 | + 7 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 49.43 | 76.79 | 76.79 | + 8 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 49.82 | 82.51 | 80.20 | + 9 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 52.71 | 87.29 | 80.56 | + 10 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 55.20 | 91.41 | 80.61 | + 11 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 9.23 | 93.28 | 80.23 | + 12 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 63.83 | 92.83 | 77.49 | + 13 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 63.01 | 91.63 | 72.50 | + 14 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 61.71 | 89.75 | 67.21 | + 15 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 59.97 | 87.21 | 61.61 | + 16 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 57.80 | 84.05 | 55.74 | + 17 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 55.22 | 80.31 | 49.59 | + 18 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 52.25 | 75.98 | 43.19 | + 19 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 48.89 | 71.10 | 36.53 | + 20 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 13.54 | 67.72 | 32.12 | + 21 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 40.37 | 66.66 | 31.25 | + 22 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 39.93 | 65.94 | 31.45 | + 23 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 39.25 | 64.81 | 31.46 | + 24 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 28.29 | 63.52 | 31.33 | + 25 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 27.68 | 62.17 | 31.11 | + 26 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 36.06 | 60.28 | 30.70 | + 27 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 34.55 | 57.76 | 30.07 | + 28 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 32.80 | 54.83 | 29.26 | + 29 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 30.80 | 51.50 | 28.26 | + 30 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 29.72 | 45.72 | 25.17 | + 31 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 24.34 | 37.45 | 19.97 | + 32 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 14.86 | 29.73 | 15.18 | + 33 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 11.32 | 22.64 | 10.85 | + 34 | 24.00 | 24.00 | 0.08 | -0.00 | -0.04 | 9.25 | 17.04 | 7.72 | + 35 | 24.00 | 24.00 | 0.23 | -0.00 | -0.13 | 6.90 | 12.88 | 5.76 | + 36 | 24.00 | 24.00 | 0.38 | -0.01 | -0.21 | 4.31 | 8.29 | 3.60 | + 37 | 24.00 | 24.00 | 0.54 | -0.01 | -0.29 | 1.48 | 3.25 | 1.23 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 9.61 | N.A. | N.A. | 13.30 | 13.00 | + 2 | 0.00 | 0.00 | 0.00 | 16.28 | N.A. | N.A. | 13.30 | 25.54 | + 3 | 0.00 | 0.00 | 0.00 | 22.52 | N.A. | N.A. | 13.30 | 37.27 | + 4 | 0.00 | 0.00 | 0.00 | 28.28 | N.A. | N.A. | 13.30 | 46.21 | + 5 | 0.00 | 0.00 | 0.00 | 27.39 | N.A. | N.A. | 0.00 | 44.22 | + 6 | 0.00 | 0.00 | 0.00 | 31.16 | N.A. | N.A. | 0.00 | 52.70 | + 7 | 0.00 | 0.00 | 0.00 | 33.53 | N.A. | N.A. | 0.00 | 60.48 | + 8 | 2.31 | 0.00 | 2.31 | 35.38 | N.A. | N.A. | 0.00 | 64.64 | + 9 | 6.74 | 0.00 | 6.74 | 36.06 | N.A. | N.A. | 0.00 | 66.17 | + 10 | 10.80 | 0.00 | 10.80 | 36.60 | N.A. | N.A. | 0.00 | 67.38 | + 11 | 13.05 | 0.00 | 13.05 | 36.75 | N.A. | N.A. | 0.00 | 67.72 | + 12 | 15.34 | 0.00 | 15.34 | 36.00 | N.A. | N.A. | 0.00 | 66.02 | + 13 | 19.13 | 0.00 | 19.13 | 34.55 | N.A. | N.A. | 0.00 | 62.77 | + 14 | 22.54 | 0.00 | 22.54 | 32.90 | N.A. | N.A. | 0.00 | 59.08 | + 15 | 25.60 | 0.00 | 25.60 | 31.07 | N.A. | N.A. | 0.00 | 54.96 | + 16 | 28.32 | 0.00 | 28.32 | 29.05 | N.A. | N.A. | 0.00 | 50.43 | + 17 | 30.71 | 0.00 | 30.71 | 26.86 | N.A. | N.A. | 0.00 | 45.49 | + 18 | 32.79 | 0.00 | 32.79 | 24.48 | N.A. | N.A. | 0.00 | 40.17 | + 19 | 34.57 | 0.00 | 34.57 | 21.94 | N.A. | N.A. | 0.00 | 34.45 | + 20 | 35.60 | 0.00 | 35.60 | 20.21 | N.A. | N.A. | 0.00 | 30.57 | + 21 | 35.41 | 0.00 | 35.41 | 19.98 | N.A. | N.A. | 0.00 | 30.05 | + 22 | 34.49 | 0.00 | 34.49 | 20.28 | N.A. | N.A. | 0.00 | 30.72 | + 23 | 33.35 | 0.00 | 33.35 | 20.50 | N.A. | N.A. | 0.00 | 31.22 | + 24 | 32.19 | 0.00 | 32.19 | 20.63 | N.A. | N.A. | 0.00 | 31.52 | + 25 | 31.06 | 0.00 | 31.06 | 20.69 | N.A. | N.A. | 0.00 | 31.66 | + 26 | 29.58 | 0.00 | 29.58 | 18.05 | N.A. | N.A. | 0.00 | 31.55 | + 27 | 27.69 | 0.00 | 27.69 | 17.96 | N.A. | N.A. | 0.00 | 31.36 | + 28 | 25.57 | 0.00 | 25.57 | 17.79 | N.A. | N.A. | 0.00 | 30.97 | + 29 | 23.24 | 0.00 | 23.24 | 17.52 | N.A. | N.A. | 0.00 | 30.38 | + 30 | 20.55 | 0.00 | 20.55 | 16.27 | N.A. | N.A. | 0.00 | 27.57 | + 31 | 17.48 | 0.00 | 17.48 | 13.98 | N.A. | N.A. | 0.00 | 22.43 | + 32 | 14.54 | 0.00 | 14.54 | 11.82 | N.A. | N.A. | 0.00 | 17.57 | + 33 | 11.79 | 0.00 | 11.79 | 9.81 | N.A. | N.A. | 0.00 | 13.06 | + 34 | 9.32 | 0.00 | 9.32 | 8.37 | N.A. | N.A. | 0.00 | 9.81 | + 35 | 7.12 | 0.00 | 7.12 | 7.49 | N.A. | N.A. | 0.00 | 7.83 | + 36 | 4.69 | 0.00 | 4.69 | 6.49 | N.A. | N.A. | 0.00 | 5.58 | + 37 | 2.01 | 0.00 | 2.01 | 5.35 | N.A. | N.A. | 0.00 | 3.03 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 22.35 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 39.22 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 53.90 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 65.10 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 60.82 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 69.58 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 76.79 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 80.20 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 80.56 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 80.61 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 80.23 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 77.49 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 72.50 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 67.21 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 61.61 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 55.74 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 49.59 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 43.19 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 36.53 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 32.12 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 31.25 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 31.45 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 31.46 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 31.33 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 31.11 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 30.70 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 30.07 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 29.26 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 28.26 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 25.17 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 19.97 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 15.18 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 10.85 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 34 | N.A. | 7.72 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 35 | N.A. | 5.76 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 36 | N.A. | 3.60 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 37 | N.A. | 1.23 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + Information on the zone plane : Fmin = 1.842 + : Zone = 1A + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 46.03 [m] + Y co-ordinate center point : 26.04 [m] + Radius of critical circle : 23.58 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 10964.29 [kNm/m] + Driving moment free water : -16.69 [kNm/m] + Driving moment external loads : 374.99 [kNm/m] + Iterated resisting moment : 20200.38 [kNm/m] + Non-iterated resisting moment : 19178.79 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 28.37 | 10.43 | 10.87 | 0.81 | -48.53 | -2.64 | 1.22 | 2.70 | + 2 | 29.18 | 9.56 | 10.83 | 0.81 | -45.64 | -2.64 | 1.16 | 2.70 | + 3 | 29.99 | 8.77 | 10.79 | 0.81 | -42.89 | -2.64 | 1.10 | 2.70 | + 4 | 30.79 | 8.05 | 10.76 | 0.81 | -40.27 | -2.64 | 1.06 | 7.70 | + 5 | 31.60 | 7.40 | 10.72 | 0.81 | -37.75 | -2.64 | 1.02 | 7.70 | + 6 | 32.06 | 7.04 | 10.70 | 0.12 | -36.33 | 0.00 | 0.15 | 7.70 | + 7 | 32.56 | 6.69 | 10.70 | 0.88 | -34.85 | 0.00 | 1.08 | 6.60 | + 8 | 33.25 | 6.22 | 10.70 | 0.50 | -32.82 | 0.00 | 0.59 | 6.60 | + 9 | 33.59 | 6.01 | 10.70 | 0.18 | -31.84 | 0.00 | 0.21 | 6.60 | + 10 | 34.06 | 5.72 | 10.70 | 0.77 | -30.50 | 0.00 | 0.90 | 6.60 | + 11 | 34.84 | 5.29 | 10.70 | 0.77 | -28.34 | 0.00 | 0.88 | 6.60 | + 12 | 35.61 | 4.89 | 10.70 | 0.77 | -26.22 | 0.00 | 0.86 | 6.60 | + 13 | 36.48 | 4.49 | 10.60 | 0.95 | -23.91 | -11.89 | 1.04 | 6.60 | + 14 | 37.43 | 4.09 | 10.40 | 0.95 | -21.41 | -11.89 | 1.02 | 6.60 | + 15 | 38.38 | 3.74 | 10.20 | 0.95 | -18.95 | -11.89 | 1.00 | 6.60 | + 16 | 39.33 | 3.44 | 10.00 | 0.95 | -16.52 | -11.89 | 0.99 | 6.60 | + 17 | 39.85 | 3.28 | 9.87 | 0.10 | -15.19 | -28.89 | 0.10 | 6.60 | + 18 | 40.36 | 3.16 | 9.59 | 0.92 | -13.92 | -28.89 | 0.94 | 6.60 | + 19 | 41.27 | 2.95 | 9.09 | 0.92 | -11.63 | -28.89 | 0.94 | 6.60 | + 20 | 42.19 | 2.78 | 8.58 | 0.92 | -9.37 | -28.89 | 0.93 | 6.60 | + 21 | 43.11 | 2.65 | 8.07 | 0.92 | -7.12 | -28.89 | 0.92 | 6.60 | + 22 | 44.02 | 2.55 | 7.57 | 0.92 | -4.87 | -28.89 | 0.92 | 6.60 | + 23 | 44.94 | 2.49 | 7.06 | 0.92 | -2.64 | -28.89 | 0.92 | 6.60 | + 24 | 45.50 | 2.47 | 6.76 | 0.20 | -1.28 | -28.89 | 0.20 | 6.60 | + 25 | 45.81 | 2.46 | 6.67 | 0.43 | -0.52 | -7.82 | 0.43 | 6.60 | + 26 | 46.48 | 2.47 | 6.58 | 0.90 | 1.09 | -7.82 | 0.90 | 6.60 | + 27 | 47.37 | 2.50 | 6.46 | 0.90 | 3.27 | -7.82 | 0.90 | 6.60 | + 28 | 48.27 | 2.57 | 6.33 | 0.90 | 5.46 | -7.82 | 0.90 | 6.60 | + 29 | 49.05 | 2.66 | 6.23 | 0.66 | 7.36 | -7.82 | 0.67 | 4.00 | + 30 | 49.71 | 2.75 | 6.14 | 0.66 | 8.99 | -7.82 | 0.67 | 4.00 | + 31 | 50.37 | 2.86 | 6.05 | 0.66 | 10.61 | -7.82 | 0.67 | 4.00 | + 32 | 51.03 | 3.00 | 5.86 | 0.65 | 12.24 | -23.50 | 0.67 | 4.00 | + 33 | 51.67 | 3.15 | 5.58 | 0.65 | 13.86 | -23.50 | 0.67 | 4.00 | + 34 | 52.50 | 3.37 | 5.22 | 1.00 | 15.94 | -23.50 | 1.04 | 4.00 | + 35 | 53.43 | 3.66 | 4.99 | 0.87 | 18.31 | -1.64 | 0.92 | 4.00 | + 36 | 54.30 | 3.96 | 4.96 | 0.87 | 20.55 | -1.64 | 0.93 | 4.00 | + 37 | 55.17 | 4.31 | 4.94 | 0.87 | 22.83 | -1.64 | 0.94 | 4.00 | + 38 | 56.04 | 4.70 | 4.91 | 0.87 | 25.14 | -1.64 | 0.96 | 4.00 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 6.57 | 8.12 | 8.12 | + 2 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 19.05 | 23.55 | 23.55 | + 3 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 30.31 | 37.47 | 37.47 | + 4 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 40.44 | 50.22 | 50.22 | + 5 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 49.88 | 61.95 | 61.95 | + 6 | 24.00 | 24.00 | 0.00 | 0.00 | -0.00 | 8.03 | 68.36 | 68.36 | + 7 | 24.00 | 24.00 | 0.00 | 0.00 | -0.00 | 65.94 | 74.72 | 74.72 | + 8 | 24.00 | 24.00 | 0.00 | 0.00 | -0.00 | 41.59 | 83.18 | 83.18 | + 9 | 24.00 | 24.00 | 0.00 | 0.00 | -0.00 | 15.48 | 100.39 | 100.39 | + 10 | 24.00 | 24.00 | 0.00 | 0.00 | -0.00 | 71.38 | 105.51 | 103.52 | + 11 | 24.00 | 24.00 | 0.00 | 0.00 | -0.00 | 77.49 | 113.41 | 107.64 | + 12 | 24.00 | 24.00 | 0.00 | 0.00 | -0.00 | 83.08 | 120.63 | 111.44 | + 13 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 107.11 | 112.75 | 99.44 | + 14 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 110.43 | 116.24 | 98.16 | + 15 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 112.93 | 118.87 | 96.49 | + 16 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 114.65 | 120.69 | 94.45 | + 17 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 11.99 | 121.14 | 92.91 | + 18 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 108.43 | 118.27 | 88.32 | + 19 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 103.32 | 112.70 | 79.87 | + 20 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 97.59 | 106.44 | 71.11 | + 21 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 91.25 | 99.52 | 62.04 | + 22 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 84.30 | 91.94 | 52.67 | + 23 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 76.75 | 83.72 | 43.01 | + 24 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 15.69 | 78.46 | 37.01 | + 25 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 32.93 | 76.97 | 35.87 | + 26 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 67.45 | 75.17 | 35.62 | + 27 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 64.85 | 72.27 | 35.08 | + 28 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 61.69 | 68.76 | 34.26 | + 29 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 43.06 | 65.24 | 33.34 | + 30 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 40.83 | 61.85 | 32.37 | + 31 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 38.37 | 58.12 | 31.25 | + 32 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 33.95 | 52.23 | 28.14 | + 33 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 28.73 | 44.20 | 23.04 | + 34 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 33.42 | 33.42 | 16.31 | + 35 | 24.00 | 24.00 | 0.12 | -0.00 | -0.11 | 20.81 | 24.06 | 10.89 | + 36 | 24.00 | 24.00 | 0.37 | -0.01 | -0.32 | 15.62 | 18.34 | 8.18 | + 37 | 24.00 | 24.00 | 0.61 | -0.02 | -0.53 | 9.82 | 11.91 | 5.14 | + 38 | 24.00 | 24.00 | 0.85 | -0.02 | -0.74 | 3.38 | 4.75 | 1.77 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 5.29 | N.A. | N.A. | 0.00 | 4.87 | + 2 | 0.00 | 0.00 | 0.00 | 11.75 | N.A. | N.A. | 0.00 | 17.03 | + 3 | 0.00 | 0.00 | 0.00 | 17.84 | N.A. | N.A. | 0.00 | 28.47 | + 4 | 0.00 | 0.00 | 0.00 | 24.95 | N.A. | N.A. | 0.00 | 38.74 | + 5 | 0.00 | 0.00 | 0.00 | 29.72 | N.A. | N.A. | 0.00 | 49.46 | + 6 | 0.00 | 0.00 | 0.00 | 32.38 | N.A. | N.A. | 0.00 | 55.43 | + 7 | 0.00 | 0.00 | 0.00 | 34.12 | N.A. | N.A. | 0.00 | 61.82 | + 8 | 0.00 | 0.00 | 0.00 | 37.75 | N.A. | N.A. | 0.00 | 69.96 | + 9 | 0.00 | 0.00 | 0.00 | 44.60 | N.A. | N.A. | 13.30 | 85.35 | + 10 | 1.99 | 0.00 | 1.99 | 46.12 | N.A. | N.A. | 13.30 | 88.77 | + 11 | 5.77 | 0.00 | 5.77 | 48.24 | N.A. | N.A. | 13.30 | 93.51 | + 12 | 9.19 | 0.00 | 9.19 | 50.24 | N.A. | N.A. | 13.30 | 98.01 | + 13 | 13.31 | 0.00 | 13.31 | 45.95 | N.A. | N.A. | 0.00 | 88.38 | + 14 | 18.08 | 0.00 | 18.08 | 45.95 | N.A. | N.A. | 0.00 | 88.38 | + 15 | 22.38 | 0.00 | 22.38 | 45.76 | N.A. | N.A. | 0.00 | 87.96 | + 16 | 26.23 | 0.00 | 26.23 | 45.40 | N.A. | N.A. | 0.00 | 87.14 | + 17 | 28.23 | 0.00 | 28.23 | 45.01 | N.A. | N.A. | 0.00 | 86.27 | + 18 | 29.94 | 0.00 | 29.94 | 43.33 | N.A. | N.A. | 0.00 | 82.49 | + 19 | 32.83 | 0.00 | 32.83 | 40.16 | N.A. | N.A. | 0.00 | 75.38 | + 20 | 35.34 | 0.00 | 35.34 | 36.79 | N.A. | N.A. | 0.00 | 67.81 | + 21 | 37.49 | 0.00 | 37.49 | 33.22 | N.A. | N.A. | 0.00 | 59.79 | + 22 | 39.27 | 0.00 | 39.27 | 29.44 | N.A. | N.A. | 0.00 | 51.31 | + 23 | 40.71 | 0.00 | 40.71 | 25.46 | N.A. | N.A. | 0.00 | 42.37 | + 24 | 41.45 | 0.00 | 41.45 | 22.95 | N.A. | N.A. | 0.00 | 36.73 | + 25 | 41.10 | 0.00 | 41.10 | 22.52 | N.A. | N.A. | 0.00 | 35.76 | + 26 | 39.54 | 0.00 | 39.54 | 22.56 | N.A. | N.A. | 0.00 | 35.86 | + 27 | 37.19 | 0.00 | 37.19 | 22.53 | N.A. | N.A. | 0.00 | 35.78 | + 28 | 34.49 | 0.00 | 34.49 | 22.37 | N.A. | N.A. | 0.00 | 35.42 | + 29 | 31.90 | 0.00 | 31.90 | 19.45 | N.A. | N.A. | 0.00 | 34.70 | + 30 | 29.48 | 0.00 | 29.48 | 19.14 | N.A. | N.A. | 0.00 | 34.01 | + 31 | 26.87 | 0.00 | 26.87 | 18.76 | N.A. | N.A. | 0.00 | 33.16 | + 32 | 24.10 | 0.00 | 24.10 | 17.44 | N.A. | N.A. | 0.00 | 30.19 | + 33 | 21.15 | 0.00 | 21.15 | 15.16 | N.A. | N.A. | 0.00 | 25.07 | + 34 | 17.11 | 0.00 | 17.11 | 12.10 | N.A. | N.A. | 0.00 | 18.19 | + 35 | 13.17 | 0.00 | 13.17 | 9.62 | N.A. | N.A. | 0.00 | 12.62 | + 36 | 10.16 | 0.00 | 10.16 | 8.40 | N.A. | N.A. | 0.00 | 9.89 | + 37 | 6.77 | 0.00 | 6.77 | 7.00 | N.A. | N.A. | 0.00 | 6.74 | + 38 | 2.97 | 0.00 | 2.97 | 5.40 | N.A. | N.A. | 0.00 | 3.15 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 8.12 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 23.55 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 37.47 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 50.22 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 61.95 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 68.36 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 74.72 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 83.18 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 100.39 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 103.52 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 107.64 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 111.44 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 99.44 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 98.16 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 96.49 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 94.45 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 92.91 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 88.32 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 79.87 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 71.11 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 62.04 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 52.67 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 43.01 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 37.01 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 35.87 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 35.62 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 35.08 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 34.26 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 33.34 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 32.37 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 31.25 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 28.14 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 23.04 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 34 | N.A. | 16.31 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 35 | N.A. | 10.89 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 36 | N.A. | 8.18 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 37 | N.A. | 5.14 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 38 | N.A. | 1.77 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + No correct slide plane found. + in zone 1B + + + Information on the zone plane : Fmin = 1.556 + : Zone = 2A + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 48.81 [m] + Y co-ordinate center point : 20.48 [m] + Radius of critical circle : 17.04 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 4808.02 [kNm/m] + Driving moment free water : -6.91 [kNm/m] + Driving moment external loads : 205.40 [kNm/m] + Iterated resisting moment : 7482.95 [kNm/m] + Non-iterated resisting moment : 7100.49 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 35.13 | 10.31 | 10.70 | 0.58 | -53.36 | 0.00 | 0.97 | 2.70 | + 2 | 35.71 | 9.58 | 10.70 | 0.58 | -50.22 | 0.00 | 0.90 | 2.70 | + 3 | 36.33 | 8.88 | 10.63 | 0.66 | -47.07 | -11.89 | 0.97 | 2.70 | + 4 | 36.99 | 8.20 | 10.49 | 0.66 | -43.89 | -11.89 | 0.92 | 2.70 | + 5 | 37.59 | 7.65 | 10.36 | 0.54 | -41.14 | -11.89 | 0.71 | 7.70 | + 6 | 38.13 | 7.20 | 10.25 | 0.54 | -38.79 | -11.89 | 0.69 | 7.70 | + 7 | 38.67 | 6.78 | 10.14 | 0.54 | -36.50 | -11.89 | 0.67 | 7.70 | + 8 | 39.21 | 6.40 | 10.03 | 0.54 | -34.29 | -11.89 | 0.65 | 7.70 | + 9 | 39.54 | 6.18 | 9.96 | 0.12 | -32.95 | -11.89 | 0.15 | 6.60 | + 10 | 39.70 | 6.07 | 9.92 | 0.20 | -32.30 | -11.89 | 0.24 | 6.60 | + 11 | 39.85 | 5.98 | 9.87 | 0.10 | -31.70 | -28.89 | 0.12 | 6.60 | + 12 | 40.24 | 5.75 | 9.66 | 0.69 | -30.17 | -28.89 | 0.80 | 6.60 | + 13 | 40.93 | 5.37 | 9.28 | 0.69 | -27.53 | -28.89 | 0.78 | 6.60 | + 14 | 41.62 | 5.03 | 8.90 | 0.69 | -24.95 | -28.89 | 0.76 | 6.60 | + 15 | 42.31 | 4.73 | 8.52 | 0.69 | -22.42 | -28.89 | 0.74 | 6.60 | + 16 | 42.99 | 4.46 | 8.14 | 0.69 | -19.94 | -28.89 | 0.73 | 6.60 | + 17 | 43.68 | 4.23 | 7.76 | 0.69 | -17.50 | -28.89 | 0.72 | 6.60 | + 18 | 44.37 | 4.03 | 7.38 | 0.69 | -15.09 | -28.89 | 0.71 | 6.60 | + 19 | 45.06 | 3.86 | 7.00 | 0.69 | -12.71 | -28.89 | 0.70 | 6.60 | + 20 | 45.50 | 3.76 | 6.76 | 0.20 | -11.18 | -28.89 | 0.20 | 6.60 | + 21 | 45.87 | 3.69 | 6.66 | 0.53 | -9.93 | -7.82 | 0.54 | 6.60 | + 22 | 46.40 | 3.61 | 6.59 | 0.53 | -8.11 | -7.82 | 0.54 | 6.60 | + 23 | 46.93 | 3.54 | 6.52 | 0.53 | -6.30 | -7.82 | 0.54 | 6.60 | + 24 | 47.47 | 3.49 | 6.44 | 0.53 | -4.50 | -7.82 | 0.54 | 6.60 | + 25 | 48.00 | 3.46 | 6.37 | 0.54 | -2.70 | -7.82 | 0.54 | 4.00 | + 26 | 48.54 | 3.44 | 6.30 | 0.54 | -0.90 | -7.82 | 0.54 | 4.00 | + 27 | 49.12 | 3.44 | 6.22 | 0.63 | 1.06 | -7.82 | 0.63 | 4.00 | + 28 | 49.75 | 3.46 | 6.13 | 0.63 | 3.19 | -7.82 | 0.63 | 4.00 | + 29 | 50.38 | 3.51 | 6.04 | 0.63 | 5.32 | -7.82 | 0.63 | 4.00 | + 30 | 51.03 | 3.58 | 5.86 | 0.65 | 7.48 | -23.50 | 0.66 | 4.00 | + 31 | 51.67 | 3.68 | 5.58 | 0.65 | 9.69 | -23.50 | 0.66 | 4.00 | + 32 | 52.25 | 3.79 | 5.33 | 0.50 | 11.66 | -23.50 | 0.51 | 4.00 | + 33 | 52.75 | 3.90 | 5.11 | 0.50 | 13.38 | -23.50 | 0.51 | 4.00 | + 34 | 53.35 | 4.06 | 4.99 | 0.69 | 15.45 | -1.64 | 0.72 | 4.00 | + 35 | 54.04 | 4.26 | 4.97 | 0.69 | 17.88 | -1.64 | 0.73 | 4.00 | + 36 | 54.73 | 4.50 | 4.95 | 0.69 | 20.34 | -1.64 | 0.74 | 4.00 | + 37 | 55.42 | 4.78 | 4.93 | 0.69 | 22.84 | -1.64 | 0.75 | 4.00 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 4.14 | 20.48 | 20.48 | + 2 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 11.98 | 34.06 | 34.06 | + 3 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 21.50 | 32.47 | 32.47 | + 4 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 28.06 | 42.37 | 42.37 | + 5 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 27.06 | 50.36 | 50.36 | + 6 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 30.52 | 56.80 | 56.80 | + 7 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 33.61 | 62.54 | 62.54 | + 8 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 36.36 | 67.67 | 67.67 | + 9 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 8.67 | 70.57 | 70.57 | + 10 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 14.59 | 71.81 | 71.09 | + 11 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 7.19 | 72.63 | 70.83 | + 12 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 50.04 | 72.78 | 68.36 | + 13 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 49.93 | 72.62 | 63.85 | + 14 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 49.33 | 71.74 | 59.01 | + 15 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 48.26 | 70.18 | 53.87 | + 16 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 46.76 | 68.00 | 48.43 | + 17 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 44.84 | 65.21 | 42.73 | + 18 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 42.53 | 61.85 | 36.76 | + 19 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 39.83 | 57.93 | 30.53 | + 20 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 11.03 | 55.16 | 26.41 | + 21 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 29.18 | 54.66 | 25.76 | + 22 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 29.27 | 54.83 | 26.30 | + 23 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 29.20 | 54.69 | 26.70 | + 24 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 28.96 | 54.24 | 26.96 | + 25 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 28.62 | 53.49 | 27.08 | + 26 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 28.05 | 52.43 | 27.07 | + 27 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 32.15 | 50.92 | 26.89 | + 28 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 30.87 | 48.89 | 26.51 | + 29 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 29.33 | 46.44 | 25.95 | + 30 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 27.09 | 41.68 | 23.33 | + 31 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 22.48 | 34.58 | 18.67 | + 32 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 13.97 | 27.94 | 14.37 | + 33 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 10.92 | 21.85 | 10.49 | + 34 | 24.00 | 24.00 | 0.10 | -0.00 | -0.07 | 11.63 | 16.93 | 7.66 | + 35 | 24.00 | 24.00 | 0.29 | -0.01 | -0.20 | 8.81 | 13.04 | 5.80 | + 36 | 24.00 | 24.00 | 0.48 | -0.01 | -0.33 | 5.58 | 8.56 | 3.68 | + 37 | 24.00 | 24.00 | 0.68 | -0.01 | -0.47 | 1.93 | 3.48 | 1.27 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 9.31 | N.A. | N.A. | 13.30 | 12.43 | + 2 | 0.00 | 0.00 | 0.00 | 14.75 | N.A. | N.A. | 13.30 | 22.67 | + 3 | 0.00 | 0.00 | 0.00 | 14.60 | N.A. | N.A. | 0.00 | 22.38 | + 4 | 0.00 | 0.00 | 0.00 | 18.98 | N.A. | N.A. | 0.00 | 30.63 | + 5 | 0.00 | 0.00 | 0.00 | 24.10 | N.A. | N.A. | 0.00 | 36.83 | + 6 | 0.00 | 0.00 | 0.00 | 26.82 | N.A. | N.A. | 0.00 | 42.94 | + 7 | 0.00 | 0.00 | 0.00 | 29.33 | N.A. | N.A. | 0.00 | 48.59 | + 8 | 0.00 | 0.00 | 0.00 | 31.65 | N.A. | N.A. | 0.00 | 53.80 | + 9 | 0.00 | 0.00 | 0.00 | 32.07 | N.A. | N.A. | 0.00 | 57.21 | + 10 | 0.72 | 0.00 | 0.72 | 32.39 | N.A. | N.A. | 0.00 | 57.93 | + 11 | 1.79 | 0.00 | 1.79 | 32.41 | N.A. | N.A. | 0.00 | 57.97 | + 12 | 4.41 | 0.00 | 4.41 | 31.76 | N.A. | N.A. | 0.00 | 56.50 | + 13 | 8.76 | 0.00 | 8.76 | 30.48 | N.A. | N.A. | 0.00 | 53.64 | + 14 | 12.72 | 0.00 | 12.72 | 29.01 | N.A. | N.A. | 0.00 | 50.34 | + 15 | 16.32 | 0.00 | 16.32 | 27.35 | N.A. | N.A. | 0.00 | 46.61 | + 16 | 19.56 | 0.00 | 19.56 | 25.51 | N.A. | N.A. | 0.00 | 42.48 | + 17 | 22.48 | 0.00 | 22.48 | 23.50 | N.A. | N.A. | 0.00 | 37.96 | + 18 | 25.09 | 0.00 | 25.09 | 21.32 | N.A. | N.A. | 0.00 | 33.06 | + 19 | 27.39 | 0.00 | 27.39 | 18.97 | N.A. | N.A. | 0.00 | 27.78 | + 20 | 28.76 | 0.00 | 28.76 | 17.38 | N.A. | N.A. | 0.00 | 24.20 | + 21 | 28.90 | 0.00 | 28.90 | 17.21 | N.A. | N.A. | 0.00 | 23.83 | + 22 | 28.53 | 0.00 | 28.53 | 17.59 | N.A. | N.A. | 0.00 | 24.69 | + 23 | 27.99 | 0.00 | 27.99 | 17.92 | N.A. | N.A. | 0.00 | 25.43 | + 24 | 27.28 | 0.00 | 27.28 | 18.19 | N.A. | N.A. | 0.00 | 26.04 | + 25 | 26.40 | 0.00 | 26.40 | 15.84 | N.A. | N.A. | 0.00 | 26.60 | + 26 | 25.36 | 0.00 | 25.36 | 15.98 | N.A. | N.A. | 0.00 | 26.91 | + 27 | 24.03 | 0.00 | 24.03 | 16.06 | N.A. | N.A. | 0.00 | 27.08 | + 28 | 22.38 | 0.00 | 22.38 | 16.06 | N.A. | N.A. | 0.00 | 27.09 | + 29 | 20.49 | 0.00 | 20.49 | 15.98 | N.A. | N.A. | 0.00 | 26.90 | + 30 | 18.34 | 0.00 | 18.34 | 14.95 | N.A. | N.A. | 0.00 | 24.60 | + 31 | 15.92 | 0.00 | 15.92 | 12.94 | N.A. | N.A. | 0.00 | 20.09 | + 32 | 13.57 | 0.00 | 13.57 | 11.05 | N.A. | N.A. | 0.00 | 15.84 | + 33 | 11.35 | 0.00 | 11.35 | 9.31 | N.A. | N.A. | 0.00 | 11.92 | + 34 | 9.27 | 0.00 | 9.27 | 8.05 | N.A. | N.A. | 0.00 | 9.09 | + 35 | 7.24 | 0.00 | 7.24 | 7.25 | N.A. | N.A. | 0.00 | 7.30 | + 36 | 4.89 | 0.00 | 4.89 | 6.31 | N.A. | N.A. | 0.00 | 5.18 | + 37 | 2.20 | 0.00 | 2.20 | 5.19 | N.A. | N.A. | 0.00 | 2.68 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 20.48 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 34.06 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 32.47 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 42.37 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 50.36 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 56.80 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 62.54 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 67.67 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 70.57 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 71.09 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 70.83 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 68.36 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 63.85 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 59.01 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 53.87 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 48.43 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 42.73 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 36.76 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 30.53 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 26.41 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 25.76 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 26.30 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 26.70 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 26.96 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 27.08 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 27.07 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 26.89 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 26.51 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 25.95 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 23.33 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 18.67 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 14.37 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 10.49 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 34 | N.A. | 7.66 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 35 | N.A. | 5.80 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 36 | N.A. | 3.68 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 37 | N.A. | 1.27 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + No correct slide plane found. + in zone 2B + + + No correct slide plane found. + in zone 3A + + + No correct slide plane found. + in zone 3B + + + + END OF D-Geo Stability OUTPUT + ============================= Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series006/Dik(dike)_Loc(Grave_342_verbetering_met_taludverflauwing)_Mdl(Bishop)_1996-01-01T00_00_00.std =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series006/Dik(dike)_Loc(Grave_342_verbetering_met_taludverflauwing)_Mdl(Bishop)_1996-01-01T00_00_00.std (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series006/Dik(dike)_Loc(Grave_342_verbetering_met_taludverflauwing)_Mdl(Bishop)_1996-01-01T00_00_00.std (revision 2226) @@ -0,0 +1,4879 @@ +Dump file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 27-03-2019 +TIME : 13:46:39 +FILENAME : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series006\Dik(dike)_Loc(Grave_342_verbetering_met_taludverflauwing)_Mdl(Bishop)_1996-01-01T00_00_00.std +CREATED BY : D-Geo Stability version 18.1.1.3 +========================== BEGINNING OF DATA ========================== +[Input Data] +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1001 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +wl_Zand diep +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=30.26 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=1 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Huidige klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=24.08 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand tussen (1) +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=1.21 +SoilPhi=26.69 +SoilDilatancy=26.69 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei nieuw +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=19.04 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_klei +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=1.00 +SoilPhi=27.50 +SoilDilatancy=27.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 49 - Number of geometry points - + 1 0.000 9.217 0.000 + 2 13.467 9.429 0.000 + 3 27.718 8.474 0.000 + 4 43.267 7.609 0.000 + 5 44.416 7.300 0.000 + 6 55.555 7.162 0.000 + 7 66.454 11.668 0.000 + 8 69.340 11.815 0.000 + 9 69.977 11.797 0.000 + 10 72.477 11.727 0.000 + 11 89.257 7.747 0.000 + 12 95.406 7.600 0.000 + 13 105.570 7.720 0.000 + 14 127.800 8.070 0.000 + 15 0.000 -5.000 0.000 + 16 127.800 -5.000 0.000 + 17 0.000 4.800 0.000 + 18 40.240 4.800 0.000 + 19 54.712 0.700 0.000 + 20 63.694 0.000 0.000 + 21 75.812 0.000 0.000 + 22 88.217 2.000 0.000 + 23 97.346 4.000 0.000 + 24 127.800 4.000 0.000 + 25 80.328 9.056 0.000 + 26 82.316 8.380 0.000 + 27 82.424 8.370 0.000 + 28 86.433 7.950 0.000 + 29 89.689 7.000 0.000 + 30 127.800 7.000 0.000 + 31 87.797 7.800 0.000 + 32 88.073 7.793 0.000 + 33 88.427 7.783 0.000 + 34 88.659 7.777 0.000 + 35 66.454 8.729 0.000 + 36 72.477 7.717 0.000 + 37 127.800 7.747 0.000 + 38 0.000 9.217 0.000 + 39 89.257 7.747 0.000 + 40 0.000 -5.000 0.000 + 41 127.800 -5.000 0.000 + 42 0.000 5.435 0.000 + 43 1.000 5.435 0.000 + 44 39.000 5.448 0.000 + 45 55.555 5.435 0.000 + 46 91.000 5.431 0.000 + 47 127.800 5.431 0.000 + 48 0.000 -5.000 0.000 + 49 127.800 -5.000 0.000 +[END OF POINTS] + +[CURVES] + 43 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 25 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 31 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 11 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 35 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 39 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 37 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 5 6 7 8 + 2 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 9 10 11 12 13 14 15 31 32 16 + 17 18 19 20 21 + 3 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 9 10 11 12 13 14 15 31 32 16 + 17 18 19 22 23 24 25 26 27 28 + 29 + 4 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 9 10 11 12 13 14 15 31 32 30 + 27 28 29 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 33 34 35 36 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 37 + 3 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 38 39 40 41 42 + 4 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 43 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand diep + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Zand tussen (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Klei nieuw + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[END OF RUN IDENTIFICATION TITLES] +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 1 : Zone plot on + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[END OF MSEEPNET] +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[END OF UNIT WEIGHT WATER] +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 100 100 100 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 69.465 94.465 10 X-direction + 11.811 36.811 10 Y-direction + 7.600 3.389 9 Tangent lines + 0.000 0.000 0 no fixed point used +[END OF CIRCLES] +[SPENCER SLIP DATA] + 0 Number of points +[END OF SPENCER SLIP DATA] +[SPENCER SLIP DATA 2] + 0 Number of points +[END OF SPENCER SLIP DATA 2] +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[END OF SPENCER SLIP INTERVAL] +[LINE LOADS] + 0 = number of items +[END OF LINE LOADS] +[UNIFORM LOADS] + 1 = number of items +Verkeersbelasting + 13.30 = magnitude + 69.98 72.48 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[END OF UNIFORM LOADS] +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[END OF EARTH QUAKE] +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 1.50 [m] +[END OF MINIMAL REQUIRED CIRCLE DEPTH] +[SLIP CIRCLE SELECTION] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[END OF SLIP CIRCLE SELECTION] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[END OF START VALUE SAFETY FACTOR] +[REFERENCE LEVEL SU] + 16.000 Excavation gamma above freatic level + 18.000 Excavation gamma below freatic level + 2 number of points + 0.000 -5.000 x y + 127.800 -5.000 x y +[END OF REFERENCE LEVEL SU] + +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[END OF LIFT SLIP DATA] +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 3 3 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[END OF EXTERNAL WATER LEVELS] +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[END OF MODEL FACTOR] +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 11.67 = Diketable Height [m] + 3.00 = Width top rest profile [m] + 66.45 = X co-ordinate indicating start of zone [m] + 127.79 = Boundary of M.H.W influence at X [m] + 11.81 = Boundary of M.H.W influence at Y [m] + 1.00 = Required safety in zone 1a + 1.00 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[END OF NEWZONE PLOT DATA] +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[END OF REQUESTED CIRCLE SLICES] +[REQUESTED LIFT SLICES] + 50 = number of slices +[END OF REQUESTED LIFT SLICES] +[REQUESTED SPENCER SLICES] + 50 = number of slices +[END OF REQUESTED SPENCER SLICES] +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[End of Input Data] + +[RestProfile] + 4 + 66.45000 11.67000 + 69.45000 11.67000 + 88.61542 2.08729 + 116.96458 -5.00000 +[ZONE RESULTS] +[Column Indication] +X-Centrepoint +Y-Centrepoint +Radius +Stability factor +Zone number +Entry point circle +Rotated angle in radians +Rotated safety +[End of Column Indication] +[Data] + 72.243 11.811 8.422 10.356 1 63.906 0.000000 10.356 + 72.243 11.811 8.422 10.356 1 63.906 0.000000 10.356 + 72.243 11.811 7.896 10.004 1 64.409 0.000000 10.004 + 72.243 11.811 7.896 10.004 1 64.409 0.000000 10.004 + 72.243 11.811 7.369 9.480 1 64.915 0.000000 9.480 + 72.243 11.811 7.369 9.480 1 64.915 0.000000 9.480 + 72.243 11.811 6.843 9.253 1 65.424 0.000000 9.253 + 72.243 11.811 6.843 9.253 1 65.424 0.000000 9.253 + 72.243 11.811 6.317 9.032 1 65.936 0.000000 9.032 + 72.243 11.811 6.317 9.032 1 65.936 0.000000 9.032 + 72.243 11.811 5.790 9.152 1 66.454 0.000000 9.152 + 72.243 11.811 5.790 9.152 1 66.454 0.000000 9.152 + 72.243 11.811 5.264 9.149 3 66.980 0.000573 9.149 + 72.243 11.811 5.264 9.149 3 66.980 0.000573 9.149 + 72.243 11.811 4.737 9.013 3 67.506 0.000573 9.013 + 72.243 11.811 4.737 9.013 3 67.506 0.000573 9.013 + 72.243 11.811 4.211 8.740 3 68.032 0.000573 8.740 + 72.243 11.811 4.211 8.740 3 68.032 0.000573 8.740 + 72.243 14.589 11.200 10.993 1 62.089 0.000000 10.993 + 72.243 14.589 11.200 10.993 1 62.089 0.000000 10.993 + 72.243 14.589 10.673 10.307 1 62.576 0.000000 10.307 + 72.243 14.589 10.673 10.307 1 62.576 0.000000 10.307 + 72.243 14.589 10.147 9.639 1 63.063 0.000000 9.639 + 72.243 14.589 10.147 9.639 1 63.063 0.000000 9.639 + 72.243 14.589 9.621 9.085 1 63.550 0.000000 9.085 + 72.243 14.589 9.621 9.085 1 63.550 0.000000 9.085 + 72.243 14.589 9.094 8.576 1 64.037 0.000000 8.576 + 72.243 14.589 9.094 8.576 1 64.037 0.000000 8.576 + 72.243 14.589 8.568 8.149 1 64.524 0.000000 8.149 + 72.243 14.589 8.568 8.149 1 64.524 0.000000 8.149 + 72.243 14.589 8.042 7.764 1 65.011 0.000000 7.764 + 72.243 14.589 8.042 7.764 1 65.011 0.000000 7.764 + 72.243 14.589 7.515 7.436 1 65.499 0.000000 7.436 + 72.243 14.589 7.515 7.436 1 65.499 0.000000 7.436 + 72.243 14.589 6.989 7.149 1 65.986 0.000000 7.149 + 72.243 14.589 6.989 7.149 1 65.986 0.000000 7.149 + 72.243 17.367 13.978 12.699 1 60.805 0.000000 12.699 + 72.243 17.367 13.978 12.699 1 60.805 0.000000 12.699 + 72.243 17.367 13.451 11.758 1 61.304 0.000000 11.758 + 72.243 17.367 13.451 11.758 1 61.304 0.000000 11.758 + 72.243 17.367 12.925 10.948 1 61.804 0.000000 10.948 + 72.243 17.367 12.925 10.948 1 61.804 0.000000 10.948 + 72.243 17.367 12.398 10.218 1 62.305 0.000000 10.218 + 72.243 17.367 12.398 10.218 1 62.305 0.000000 10.218 + 72.243 17.367 11.872 9.577 1 62.808 0.000000 9.577 + 72.243 17.367 11.872 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4.986 18.857 0.000 18.857 0.000 14.024 + 29.876 16.349 13.527 0.000 13.527 4.604 17.193 0.000 17.193 0.000 13.527 + 26.622 13.895 12.727 0.000 12.727 4.036 14.719 0.000 14.719 0.000 12.727 + 23.286 11.641 11.645 0.000 11.645 3.515 12.451 0.000 12.451 0.000 11.645 + 20.495 10.231 10.263 0.000 10.263 3.196 11.062 0.000 11.062 0.000 10.263 + 16.577 8.228 8.349 0.000 8.349 2.732 9.040 0.000 9.040 0.000 8.349 + 12.425 6.076 6.349 0.000 6.349 2.396 6.873 0.000 6.873 0.000 6.349 + 8.086 3.793 4.293 0.000 4.293 1.768 4.441 0.000 4.441 0.000 4.293 + 3.333 1.300 2.033 0.000 2.033 1.068 1.729 0.000 1.729 0.000 2.033 +[End of Data] +[End of Stresses] +[CUCalculates results} +[Column Indication] +PreLoadStress +Yieldstress +POP +OCR +Exponent +SFactor +AdditionalFactorLEM +[End of Column Indication] +[Data] + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 +[End of Data] +[End of CUCalculates results} +[End of Dump] + +[CALCULATION TIME] +00:00:01 +[END OF CALCULATION TIME] + +[End of Dump File] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/659.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/659.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/659.sti (revision 2226) @@ -0,0 +1,896 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 5-2-2015 +TIME : 15:35:18 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150205\Stabiliteit\Geometries\Gespiegeld\659.sti +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +Diep zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Kleiig zand +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=1.00 +SoilPhi=26.00 +SoilDilatancy=26.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zandige klei +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Dijkmateriaal +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Diep zand +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 22 - Number of geometry points - + 1 60.000 6.060 0.000 + 2 36.500 6.060 0.000 + 3 31.980 8.400 0.000 + 4 29.000 8.400 0.000 + 5 24.000 6.500 0.000 + 6 20.029 5.507 0.000 + 7 15.000 5.400 0.000 + 8 10.263 3.762 0.000 + 9 0.000 3.800 0.000 + 10 60.000 3.500 0.000 + 11 60.000 2.000 0.000 + 12 0.000 2.000 0.000 + 13 60.000 -2.000 0.000 + 14 0.000 -2.000 0.000 + 15 60.000 7.560 0.000 + 16 35.679 7.560 0.000 + 17 24.965 7.710 0.000 + 18 0.000 7.820 0.000 + 19 60.000 6.060 0.000 + 20 36.500 6.060 0.000 + 21 28.152 7.773 0.000 + 22 0.000 7.867 0.000 +[END OF POINTS] + +[CURVES] + 18 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 2 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 12 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 11 + 2 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 8 10 + 3 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 8 7 6 9 1 + 4 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 8 7 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 15 14 13 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 18 17 16 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 2 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Diep zand + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Zandige klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Kleiig zand + 2 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Dijkmateriaal + 2 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Lith hmp 666+60, binnen +technische analyse m.e.r. + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 35.706 39.233 5 X-direction + 9.431 14.207 5 Y-direction + 5.000 1.000 7 Tangent lines + 30.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 3 +[LIFT SLIP DATA] + 30.000 30.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 30.000 30.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 2 2 = Pl-top and pl-bottom + 2 2 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 30.00 = X co-ordinate indicating start of zone [m] + 30.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 30.00 = Left side minimum road [m] + 30.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00.sti (revision 2226) @@ -0,0 +1,1521 @@ +Input file for DGSMstabDAM : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 27-03-2019 +TIME : 13:45:56 +FILENAME : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\.\mstabfiles\Series001\Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00.sti +CREATED BY : DGeoStability version 15.1.2.4 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1004 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +wl_zandondergrond +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=1 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zandtussenlaag +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=25.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, huidig +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, nieuw +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +weg +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=22.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_klei +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=1.00 +SoilPhi=27.50 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 107 - Number of geometry points - + 1 0.000 6.335 0.000 + 2 5.156 6.345 0.000 + 3 7.495 6.393 0.000 + 4 26.351 6.770 0.000 + 5 28.930 6.998 0.000 + 6 33.888 7.440 0.000 + 7 34.369 7.620 0.000 + 8 40.285 9.834 0.000 + 9 42.365 10.613 0.000 + 10 44.630 11.460 0.000 + 11 45.000 11.600 0.000 + 12 48.469 11.871 0.000 + 13 50.000 11.990 0.000 + 14 52.450 11.880 0.000 + 15 54.000 11.810 0.000 + 16 54.950 11.790 0.000 + 17 57.150 11.430 0.000 + 18 64.260 8.590 0.000 + 19 64.830 8.560 0.000 + 20 68.200 8.400 0.000 + 21 69.090 8.280 0.000 + 22 77.000 7.170 0.000 + 23 81.000 7.180 0.000 + 24 85.000 7.070 0.000 + 25 90.000 6.960 0.000 + 26 0.000 -6.700 0.000 + 27 90.000 -6.700 0.000 + 28 0.000 3.405 0.000 + 29 4.974 3.335 0.000 + 30 11.915 2.980 0.000 + 31 17.793 3.476 0.000 + 32 35.571 3.689 0.000 + 33 40.387 4.539 0.000 + 34 44.849 5.530 0.000 + 35 52.499 5.884 0.000 + 36 60.901 5.507 0.000 + 37 63.848 4.930 0.000 + 38 69.100 4.930 0.000 + 39 74.290 4.990 0.000 + 40 90.000 4.990 0.000 + 41 0.000 5.000 0.000 + 42 10.415 5.000 0.000 + 43 11.641 4.729 0.000 + 44 12.562 4.477 0.000 + 45 16.124 4.440 0.000 + 46 16.822 4.856 0.000 + 47 20.263 4.964 0.000 + 48 31.301 5.000 0.000 + 49 34.890 5.000 0.000 + 50 38.362 5.470 0.000 + 51 42.114 6.290 0.000 + 52 45.292 6.775 0.000 + 53 48.512 7.014 0.000 + 54 51.304 7.036 0.000 + 55 55.818 6.993 0.000 + 56 58.975 6.771 0.000 + 57 61.583 6.509 0.000 + 58 63.927 6.200 0.000 + 59 64.807 6.200 0.000 + 60 76.888 6.200 0.000 + 61 90.000 6.200 0.000 + 62 8.146 6.065 0.000 + 63 9.791 5.235 0.000 + 64 26.361 5.277 0.000 + 65 28.930 5.561 0.000 + 66 28.930 6.358 0.000 + 67 28.930 6.843 0.000 + 68 42.863 7.597 0.000 + 69 48.630 7.500 0.000 + 70 50.408 7.500 0.000 + 71 51.259 7.500 0.000 + 72 53.492 7.674 0.000 + 73 56.176 8.039 0.000 + 74 59.707 8.307 0.000 + 75 62.780 8.397 0.000 + 76 63.058 8.265 0.000 + 77 64.000 8.261 0.000 + 78 64.253 8.273 0.000 + 79 68.239 8.040 0.000 + 80 69.035 7.958 0.000 + 81 48.548 11.000 0.000 + 82 52.542 11.000 0.000 + 83 55.190 10.917 0.000 + 84 59.020 10.182 0.000 + 85 61.678 8.920 0.000 + 86 48.501 11.495 0.000 + 87 50.008 11.564 0.000 + 88 53.896 11.360 0.000 + 89 57.184 11.054 0.000 + 90 59.568 10.077 0.000 + 91 0.000 7.000 0.000 + 92 28.952 7.000 0.000 + 93 45.000 6.250 0.000 + 94 54.950 5.500 0.000 + 95 90.000 7.170 0.000 + 96 64.260 8.590 0.000 + 97 77.000 7.170 0.000 + 98 0.000 -6.700 0.000 + 99 90.000 -6.700 0.000 + 100 0.000 6.142 0.000 + 101 1.000 6.142 0.000 + 102 17.000 6.237 0.000 + 103 26.351 6.142 0.000 + 104 65.000 6.202 0.000 + 105 90.000 6.202 0.000 + 106 0.000 -6.700 0.000 + 107 90.000 -6.700 0.000 +[END OF POINTS] + +[CURVES] + 109 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 56 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 57 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 58 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 61 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 62 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 42 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 64 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 65 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 66 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 67 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 5 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 68 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 69 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 69 70 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 54 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 71 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 71 72 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 72 73 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 73 74 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 74 75 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 75 76 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 76 77 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 77 78 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 78 18 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 79 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 79 80 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 80 21 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 81 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 81 82 + 74 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 82 83 + 75 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 83 84 + 76 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 84 85 + 77 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 85 75 + 78 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 79 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 80 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 81 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 86 + 82 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 86 87 + 83 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 87 88 + 84 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 88 15 + 85 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 86 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 87 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 89 + 88 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 89 84 + 89 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 90 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 84 90 + 91 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 90 77 + 92 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 89 90 + 93 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 94 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 95 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 96 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 97 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 91 92 + 98 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 92 93 + 99 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 93 94 + 100 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 94 96 + 101 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 96 97 + 102 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 97 95 + 103 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 98 99 + 104 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 100 101 + 105 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 101 102 + 106 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 102 103 + 107 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 103 104 + 108 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 104 105 + 109 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 106 107 +[END OF CURVES] + +[BOUNDARIES] + 14 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 5 6 7 8 9 10 11 + 12 13 + 2 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 14 15 16 17 18 19 20 21 22 23 + 24 25 26 27 28 29 30 31 32 33 + 3 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 14 15 16 17 18 19 39 40 41 42 + 43 44 45 46 47 48 49 27 28 29 + 30 31 32 33 + 4 - Boundary number + 34 - number of curves on boundary, next line(s) are curvenumbers + 14 15 16 17 18 19 39 40 41 42 + 43 44 45 46 47 48 52 53 54 55 + 56 57 58 59 60 61 62 63 64 65 + 66 67 68 69 + 5 - Boundary number + 32 - number of curves on boundary, next line(s) are curvenumbers + 14 15 16 17 18 19 39 40 41 42 + 43 44 45 46 47 48 52 53 54 55 + 56 57 58 59 60 61 62 94 66 67 + 68 69 + 6 - Boundary number + 32 - number of curves on boundary, next line(s) are curvenumbers + 14 15 16 17 18 19 39 40 41 42 + 43 44 45 70 71 72 73 74 75 76 + 77 57 58 59 60 61 62 94 66 67 + 68 69 + 7 - Boundary number + 30 - number of curves on boundary, next line(s) are curvenumbers + 14 15 16 17 18 19 39 40 41 42 + 43 44 45 70 71 72 73 74 75 90 + 91 59 60 61 62 94 66 67 68 69 + 8 - Boundary number + 37 - number of curves on boundary, next line(s) are curvenumbers + 14 15 16 17 18 19 39 40 41 42 + 43 44 45 70 71 78 79 80 81 82 + 83 84 85 86 87 88 90 91 59 60 + 61 62 94 66 67 68 69 + 9 - Boundary number + 36 - number of curves on boundary, next line(s) are curvenumbers + 14 15 16 17 18 19 39 40 41 42 + 43 44 45 70 71 78 79 80 81 82 + 83 84 85 86 87 92 91 59 60 61 + 62 94 66 67 68 69 + 10 - Boundary number + 32 - number of curves on boundary, next line(s) are curvenumbers + 14 15 16 17 18 19 39 40 41 42 + 43 44 45 70 71 78 79 80 81 82 + 83 84 85 86 93 61 62 94 66 67 + 68 69 + 11 - Boundary number + 31 - number of curves on boundary, next line(s) are curvenumbers + 14 15 16 17 18 19 39 40 41 42 + 43 44 45 70 71 78 79 80 89 95 + 96 85 86 93 61 62 94 66 67 68 + 69 + 12 - Boundary number + 35 - number of curves on boundary, next line(s) are curvenumbers + 34 35 36 37 38 15 16 17 18 19 + 39 40 41 42 43 44 45 70 71 78 + 79 80 89 95 96 85 86 93 61 62 + 94 66 67 68 69 + 13 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 34 35 50 51 44 45 70 71 78 79 + 80 89 95 96 85 86 93 61 62 94 + 66 67 68 69 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 14 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 14 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 14 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 97 98 99 100 101 102 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 103 + 3 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 104 105 106 107 108 + 4 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 109 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 13 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zandondergrond + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + zandtussenlaag + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + weg + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + zandtussenlaag + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei, huidig + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + klei, nieuw + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + weg + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + klei, huidig + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer + 13 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 13 - Boundarynumber at top of layer + 12 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 1 : Zone plot on + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 13 Number of layers + 13 100 + 12 100 100 + 11 100 100 100 + 10 100 100 100 100 + 9 100 100 100 100 100 + 8 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 +[CIRCLES] + 49.975 74.975 10 X-direction + 11.988 36.988 10 Y-direction + 6.960 1.932 11 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeersbelasting + 13.30 = magnitude + 52.45 54.95 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 1.50 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + -1 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 13 - Number of layers + 3 3 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[WATER PRESSURE ON HORIZONTAL BAR] + 0 Use water pressure on horizontal bar +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 11.60 = Diketable Height [m] + 3.00 = Width top rest profile [m] + 45.00 = X co-ordinate indicating start of zone [m] + 89.99 = Boundary of M.H.W influence at X [m] + 11.98 = Boundary of M.H.W influence at Y [m] + 1.00 = Required safety in zone 1a + 1.00 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00.sto =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00.sto (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00.sto (revision 2226) @@ -0,0 +1,6892 @@ +Program : D-Geo Stability +Version : 18.1.1.3 +Company : Stichting Deltares +Date : 27-03-2019 +Time : 13:45:59 + +Output file : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series001\Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00.sto +Input file : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series001\Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00.sti +========================== BEGINNING OF DATA ========================== + + + ECHO OF THE INPUT + ================= + + + Problem identification : + : + + Calculation model : Bishop + Default shear strength : C phi + Zone type : New + + LAYER BOUNDARIES + ================ + + Boundary no.| Co-ordinates [m] + ------------|---------------------------------------------------- + | + 13 - X - | 0.00 5.16 7.50 26.35 28.93 33.89 + 13 - Y - | 6.33 6.34 6.39 6.77 7.00 7.44 + | + 13 - X - | 34.37 40.29 42.37 44.63 45.00 48.47 + 13 - Y - | 7.62 9.83 10.61 11.46 11.60 11.87 + | + 13 - X - | 50.00 52.45 54.00 54.95 57.15 64.26 + 13 - Y - | 11.99 11.88 11.81 11.79 11.43 8.59 + | + 13 - X - | 64.83 68.20 69.09 77.00 81.00 85.00 + 13 - Y - | 8.56 8.40 8.28 7.17 7.18 7.07 + | + 13 - X - | 90.00 + 13 - Y - | 6.96 + | + 12 - X - | 0.00 5.16 7.50 8.15 9.79 10.42 + 12 - Y - | 6.33 6.34 6.39 6.07 5.24 5.00 + | + 12 - X - | 11.64 12.56 16.12 16.82 20.26 26.36 + 12 - Y - | 4.73 4.48 4.44 4.86 4.96 5.28 + | + 12 - X - | 28.93 28.93 28.93 28.93 33.89 34.37 + 12 - Y - | 5.56 6.36 6.84 7.00 7.44 7.62 + | + 12 - X - | 40.29 42.37 44.63 45.00 48.47 50.00 + 12 - Y - | 9.83 10.61 11.46 11.60 11.87 11.99 + | + 12 - X - | 52.45 54.00 54.95 57.15 64.26 64.83 + 12 - Y - | 11.88 11.81 11.79 11.43 8.59 8.56 + | + 12 - X - | 68.20 69.09 77.00 81.00 85.00 90.00 + 12 - Y - | 8.40 8.28 7.17 7.18 7.07 6.96 + | + 11 - X - | 0.00 10.42 11.64 12.56 16.12 16.82 + 11 - Y - | 5.00 5.00 4.73 4.48 4.44 4.86 + | + 11 - X - | 20.26 26.36 28.93 28.93 28.93 28.93 + 11 - Y - | 4.96 5.28 5.56 6.36 6.84 7.00 + | + 11 - X - | 33.89 34.37 40.29 42.37 44.63 45.00 + 11 - Y - | 7.44 7.62 9.83 10.61 11.46 11.60 + | + 11 - X - | 48.47 50.00 52.45 54.00 54.95 57.15 + 11 - Y - | 11.87 11.99 11.88 11.81 11.79 11.43 + | + 11 - X - | 64.26 64.83 68.20 69.09 77.00 81.00 + 11 - Y - | 8.59 8.56 8.40 8.28 7.17 7.18 + | + 11 - X - | 85.00 90.00 + 11 - Y - | 7.07 6.96 + | + 10 - X - | 0.00 10.42 11.64 12.56 16.12 16.82 + 10 - Y - | 5.00 5.00 4.73 4.48 4.44 4.86 + | + 10 - X - | 20.26 26.36 28.93 28.93 28.93 28.93 + 10 - Y - | 4.96 5.28 5.56 6.36 6.84 7.00 + | + 10 - X - | 33.89 34.37 40.29 42.37 44.63 45.00 + 10 - Y - | 7.44 7.62 9.83 10.61 11.46 11.60 + | + 10 - X - | 48.47 48.50 50.01 53.90 54.00 54.95 + 10 - Y - | 11.87 11.50 11.56 11.36 11.81 11.79 + | + 10 - X - | 57.15 64.26 64.83 68.20 69.09 77.00 + 10 - Y - | 11.43 8.59 8.56 8.40 8.28 7.17 + | + 10 - X - | 81.00 85.00 90.00 + 10 - Y - | 7.18 7.07 6.96 + | + 9 - X - | 0.00 10.42 11.64 12.56 16.12 16.82 + 9 - Y - | 5.00 5.00 4.73 4.48 4.44 4.86 + | + 9 - X - | 20.26 26.36 28.93 28.93 28.93 28.93 + 9 - Y - | 4.96 5.28 5.56 6.36 6.84 7.00 + | + 9 - X - | 33.89 34.37 40.29 42.37 44.63 45.00 + 9 - Y - | 7.44 7.62 9.83 10.61 11.46 11.60 + | + 9 - X - | 48.47 48.50 50.01 53.90 54.00 54.95 + 9 - Y - | 11.87 11.50 11.56 11.36 11.81 11.79 + | + 9 - X - | 57.15 57.18 59.57 64.00 64.25 64.26 + 9 - Y - | 11.43 11.05 10.08 8.26 8.27 8.59 + | + 9 - X - | 64.83 68.20 69.09 77.00 81.00 85.00 + 9 - Y - | 8.56 8.40 8.28 7.17 7.18 7.07 + | + 9 - X - | 90.00 + 9 - Y - | 6.96 + | + 8 - X - | 0.00 10.42 11.64 12.56 16.12 16.82 + 8 - Y - | 5.00 5.00 4.73 4.48 4.44 4.86 + | + 8 - X - | 20.26 26.36 28.93 28.93 28.93 28.93 + 8 - Y - | 4.96 5.28 5.56 6.36 6.84 7.00 + | + 8 - X - | 33.89 34.37 40.29 42.37 44.63 45.00 + 8 - Y - | 7.44 7.62 9.83 10.61 11.46 11.60 + | + 8 - X - | 48.47 48.50 50.01 53.90 54.00 54.95 + 8 - Y - | 11.87 11.50 11.56 11.36 11.81 11.79 + | + 8 - X - | 57.15 57.18 59.02 59.57 64.00 64.25 + 8 - Y - | 11.43 11.05 10.18 10.08 8.26 8.27 + | + 8 - X - | 64.26 64.83 68.20 69.09 77.00 81.00 + 8 - Y - | 8.59 8.56 8.40 8.28 7.17 7.18 + | + 8 - X - | 85.00 90.00 + 8 - Y - | 7.07 6.96 + | + 7 - X - | 0.00 10.42 11.64 12.56 16.12 16.82 + 7 - Y - | 5.00 5.00 4.73 4.48 4.44 4.86 + | + 7 - X - | 20.26 26.36 28.93 28.93 28.93 28.93 + 7 - Y - | 4.96 5.28 5.56 6.36 6.84 7.00 + | + 7 - X - | 33.89 34.37 40.29 42.37 48.55 52.54 + 7 - Y - | 7.44 7.62 9.83 10.61 11.00 11.00 + | + 7 - X - | 55.19 59.02 59.57 64.00 64.25 64.26 + 7 - Y - | 10.92 10.18 10.08 8.26 8.27 8.59 + | + 7 - X - | 64.83 68.20 69.09 77.00 81.00 85.00 + 7 - Y - | 8.56 8.40 8.28 7.17 7.18 7.07 + | + 7 - X - | 90.00 + 7 - Y - | 6.96 + | + 6 - X - | 0.00 10.42 11.64 12.56 16.12 16.82 + 6 - Y - | 5.00 5.00 4.73 4.48 4.44 4.86 + | + 6 - X - | 20.26 26.36 28.93 28.93 28.93 28.93 + 6 - Y - | 4.96 5.28 5.56 6.36 6.84 7.00 + | + 6 - X - | 33.89 34.37 40.29 42.37 48.55 52.54 + 6 - Y - | 7.44 7.62 9.83 10.61 11.00 11.00 + | + 6 - X - | 55.19 59.02 61.68 62.78 63.06 64.00 + 6 - Y - | 10.92 10.18 8.92 8.40 8.27 8.26 + | + 6 - X - | 64.25 64.26 64.83 68.20 69.09 77.00 + 6 - Y - | 8.27 8.59 8.56 8.40 8.28 7.17 + | + 6 - X - | 81.00 85.00 90.00 + 6 - Y - | 7.18 7.07 6.96 + | + 5 - X - | 0.00 10.42 11.64 12.56 16.12 16.82 + 5 - Y - | 5.00 5.00 4.73 4.48 4.44 4.86 + | + 5 - X - | 20.26 26.36 28.93 28.93 28.93 28.93 + 5 - Y - | 4.96 5.28 5.56 6.36 6.84 7.00 + | + 5 - X - | 33.89 34.37 42.86 48.63 50.41 51.26 + 5 - Y - | 7.44 7.62 7.60 7.50 7.50 7.50 + | + 5 - X - | 53.49 56.18 59.71 62.78 63.06 64.00 + 5 - Y - | 7.67 8.04 8.31 8.40 8.27 8.26 + | + 5 - X - | 64.25 64.26 64.83 68.20 69.09 77.00 + 5 - Y - | 8.27 8.59 8.56 8.40 8.28 7.17 + | + 5 - X - | 81.00 85.00 90.00 + 5 - Y - | 7.18 7.07 6.96 + | + 4 - X - | 0.00 10.42 11.64 12.56 16.12 16.82 + 4 - Y - | 5.00 5.00 4.73 4.48 4.44 4.86 + | + 4 - X - | 20.26 26.36 28.93 28.93 28.93 28.93 + 4 - Y - | 4.96 5.28 5.56 6.36 6.84 7.00 + | + 4 - X - | 33.89 34.37 42.86 48.63 50.41 51.26 + 4 - Y - | 7.44 7.62 7.60 7.50 7.50 7.50 + | + 4 - X - | 53.49 56.18 59.71 62.78 63.06 64.00 + 4 - Y - | 7.67 8.04 8.31 8.40 8.27 8.26 + | + 4 - X - | 64.25 64.26 64.83 68.20 68.24 69.03 + 4 - Y - | 8.27 8.59 8.56 8.40 8.04 7.96 + | + 4 - X - | 69.09 77.00 81.00 85.00 90.00 + 4 - Y - | 8.28 7.17 7.18 7.07 6.96 + | + 3 - X - | 0.00 10.42 11.64 12.56 16.12 16.82 + 3 - Y - | 5.00 5.00 4.73 4.48 4.44 4.86 + | + 3 - X - | 20.26 26.36 28.93 28.93 28.93 28.93 + 3 - Y - | 4.96 5.28 5.56 6.36 6.84 7.00 + | + 3 - X - | 33.89 34.37 42.86 48.63 50.41 51.30 + 3 - Y - | 7.44 7.62 7.60 7.50 7.50 7.04 + | + 3 - X - | 55.82 58.98 61.58 63.93 64.81 76.89 + 3 - Y - | 6.99 6.77 6.51 6.20 6.20 6.20 + | + 3 - X - | 90.00 + 3 - Y - | 6.20 + | + 2 - X - | 0.00 10.42 11.64 12.56 16.12 16.82 + 2 - Y - | 5.00 5.00 4.73 4.48 4.44 4.86 + | + 2 - X - | 20.26 31.30 34.89 38.36 42.11 45.29 + 2 - Y - | 4.96 5.00 5.00 5.47 6.29 6.78 + | + 2 - X - | 48.51 51.30 55.82 58.98 61.58 63.93 + 2 - Y - | 7.01 7.04 6.99 6.77 6.51 6.20 + | + 2 - X - | 64.81 76.89 90.00 + 2 - Y - | 6.20 6.20 6.20 + | + 1 - X - | 0.00 4.97 11.92 17.79 35.57 40.39 + 1 - Y - | 3.41 3.33 2.98 3.48 3.69 4.54 + | + 1 - X - | 44.85 52.50 60.90 63.85 69.10 74.29 + 1 - Y - | 5.53 5.88 5.51 4.93 4.93 4.99 + | + 1 - X - | 90.00 + 1 - Y - | 4.99 + | + 0 - X - | 0.00 90.00 + 0 - Y - | -6.70 -6.70 + + + + PL-LINES + ======== + + Pl-line no. | Co-ordinates [m] + ------------|---------------------------------------------------- + | + 1 - X - | 0.00 28.95 45.00 54.95 64.26 77.00 + 1 - Y - | 7.00 7.00 6.25 5.50 8.59 7.17 + | + 1 - X - | 90.00 + 1 - Y - | 7.17 + | + 2 - X - | 0.00 90.00 + 2 - Y - | -6.70 -6.70 + | + 3 - X - | 0.00 1.00 17.00 26.35 65.00 90.00 + 3 - Y - | 6.14 6.14 6.24 6.14 6.20 6.20 + | + 4 - X - | 0.00 90.00 + 4 - Y - | -6.70 -6.70 + + + + + Unit weight of water used for calculation: 9.81 [kN/m3] + The groundwater level is determined by Pl-line number 1 + + + + REFERENCE LEVEL SU + ================== + + + | Co-ordinates [m] +--------- |----------------------------------------------------------- + | + - X - | 0.00 90.00 + - Y - | -6.70 -6.70 + + + Unit weight, dry 16.00 [kN/m3] + Unit weight, wet 18.00 [kN/m3] + + + + FORBIDDEN LINES + =============== + + No forbidden lines were input. + + + + SOIL PROPERTIES + =============== + + Layer no.| Material name + ---------|----------------------------- + 13 | klei, nieuw + 12 | klei, huidig + 11 | weg + 10 | klei, nieuw + 9 | klei, nieuw + 8 | klei, huidig + 7 | klei, nieuw + 6 | zandtussenlaag + 5 | weg + 4 | klei, huidig + 3 | klei, huidig + 2 | zandtussenlaag + 1 | wl_zandondergrond + + Layer | Gam usat| Gam sat | Pl-line | Pl-line | + number | [kN/m3] | [kN/m3] | top | bottom | + ---------|---------|---------|---------|---------| + 13 | 16.00 | 18.00 | 1 | 99 | + 12 | 18.50 | 19.20 | 99 | 99 | + 11 | 20.00 | 22.00 | 99 | 99 | + 10 | 16.00 | 18.00 | 1 | 1 | + 9 | 16.00 | 18.00 | 99 | 99 | + 8 | 18.50 | 19.20 | 99 | 99 | + 7 | 16.00 | 18.00 | 1 | 1 | + 6 | 18.00 | 20.00 | 99 | 99 | + 5 | 20.00 | 22.00 | 1 | 1 | + 4 | 18.50 | 19.20 | 1 | 1 | + 3 | 18.50 | 19.20 | 1 | 1 | + 2 | 18.00 | 20.00 | 1 | 1 | + 1 | 19.00 | 21.00 | 3 | - | + + Layer | Cohesion| Phi |Dilatancy| S | POP | m | + number | [kN/m2] |[degrees]|[degrees]| [ - ] | [kN/m2] | [ - ] | + ---------|---------|---------|---------|---------|---------|---------| + 13 | 2.00 | 19.04 | 19.04 | - | - | - | + 12 | 1.28 | 24.08 | 24.08 | - | - | - | + 11 | 0.00 | 34.96 | 34.96 | - | - | - | + 10 | 2.00 | 19.04 | 19.04 | - | - | - | + 9 | 2.00 | 19.04 | 19.04 | - | - | - | + 8 | 1.28 | 24.08 | 24.08 | - | - | - | + 7 | 2.00 | 19.04 | 19.04 | - | - | - | + 6 | 0.00 | 25.69 | 25.69 | - | - | - | + 5 | 0.00 | 34.96 | 34.96 | - | - | - | + 4 | 1.28 | 24.08 | 24.08 | - | - | - | + 3 | 1.28 | 24.08 | 24.08 | - | - | - | + 2 | 0.00 | 25.69 | 25.69 | - | - | - | + 1 | 0.00 | 30.26 | 30.26 | - | - | - | + + Layer | Su top | Su bot. | Su grad.| POP top | POP bot.|Gamma LEM| + number | [kN/m2] | [kN/m2] |[kN/m2/m]| [kN/m2] | [kN/m2] | [-] | + ---------|---------|---------|---------|---------|---------|---------| + 13 | - | - | - | - | - | - | + 12 | - | - | - | - | - | - | + 11 | - | - | - | - | - | - | + 10 | - | - | - | - | - | - | + 9 | - | - | - | - | - | - | + 8 | - | - | - | - | - | - | + 7 | - | - | - | - | - | - | + 6 | - | - | - | - | - | - | + 5 | - | - | - | - | - | - | + 4 | - | - | - | - | - | - | + 3 | - | - | - | - | - | - | + 2 | - | - | - | - | - | - | + 1 | - | - | - | - | - | - | + + + + No degree of consolidation <> 100% input. + + + + CENTER POINT GRID AND TANGENT LINES + =================================== + + X co-ordinate grid left : 49.98 [m] + X co-ordinate grid right : 74.97 [m] + Number of grid points in X - direction : 10 + + Y co-ordinate grid bottom : 11.99 [m] + Y co-ordinate grid top : 36.99 [m] + Number of grid points in Y - direction : 10 + + Y co-ordinate tangent smallest circle : 6.96 [m] + Y co-ordinate tangent biggest circle : 1.93 [m] + Number of circles per grid point : 11 + + No fixed points input. + + Total number of center points in the grid: 100 + Total number of slip circles in the grid : 1100 + + + + MEASURED YIELD STRESS + ===================== + + No measured yield stress input. + + + LINE LOADS + ========== + + No line loads were input. + + + + UNIFORM LOAD + ============ + + Uniform |Magnitude| X start | X end | Distrib.| Load | + load number | [kN/m] | [m] | [m] | degrees | Type | + ------------|---------|---------|---------|---------|-----------| + 1 | 13.30 | 52.45 | 54.95 | 0.00 | Temporary | + + + + TREE ON SLOPE + ============= + + No tree on slope was input. + + + + DEGREE OF CONSOLIDATION : TEMPORARY LOADS + ========================================= + + Layer number| Degree of consolidation + -------------|------------------------- + 13 | 100 + 12 | 100 + 11 | 100 + 10 | 100 + 9 | 100 + 8 | 100 + 7 | 100 + 6 | 100 + 5 | 100 + 4 | 100 + 3 | 100 + 2 | 100 + 1 | 100 + + + + EARTHQUAKE + ========== + + No earth quake factors were input. + + + + ZONE + ==== + + Diketable height [m] = 11.60 + X co-ordinate start of zone [m] = 45.00 + Boundary of design level influence at X [m] = 89.99 + Boundary of design level influence at Y [m] = 11.98 + Required safety in zone 1a = 1.00 + Required safety in zone 1b = 1.00 + Required safety in zone 2a = 1.00 + Required safety in zone 2b = 1.00 + Left side of minimal road [m] = 0.01 + Right side of minimal road [m] = 0.01 + Required safety in zone 3a = 0.90 + Required safety in zone 3b = 0.90 + Stability calculation side = right + Remolding reduction factor = 0.50 + Schematization reduction factor = 0.80 + Overtopping condition <= 0.1 l/m/s + + + +**************** The input has been tested, and is correct. **************** +****************************************************************************** + + + RESULTS OF THE SLOPE STABILITY ANALYSIS + ======================================= + + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 49.98 | 11.99 | 10.06 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 11.99 | 9.55 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 11.99 | 9.05 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 11.99 | 8.55 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 11.99 | 8.04 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 11.99 | 7.54 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 11.99 | 7.04 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 11.99 | 6.54 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 11.99 | 6.03 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 11.99 | 5.53 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 11.99 | 5.03 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 14.77 | 12.83 | - | + ---------|---------|---------|---------| + 49.98 | 14.77 | 12.33 | - | + ---------|---------|---------|---------| + 49.98 | 14.77 | 11.83 | - | + ---------|---------|---------|---------| + 49.98 | 14.77 | 11.33 | - | + ---------|---------|---------|---------| + 49.98 | 14.77 | 10.82 | - | + ---------|---------|---------|---------| + 49.98 | 14.77 | 10.32 | - | + ---------|---------|---------|---------| + 49.98 | 14.77 | 9.82 | - | + ---------|---------|---------|---------| + 49.98 | 14.77 | 9.31 | - | + ---------|---------|---------|---------| + 49.98 | 14.77 | 8.81 | - | + ---------|---------|---------|---------| + 49.98 | 14.77 | 8.31 | - | + ---------|---------|---------|---------| + 49.98 | 14.77 | 7.81 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 15.61 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 15.11 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 14.61 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 14.10 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 13.60 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 13.10 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 12.59 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 12.09 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 11.59 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 11.09 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 10.58 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 18.39 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 17.89 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 17.38 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 16.88 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 16.38 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 15.88 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 15.37 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 14.87 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 14.37 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 13.86 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 13.36 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 21.17 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 20.66 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 20.16 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 19.66 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 19.16 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 18.65 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 18.15 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 17.65 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 17.14 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 16.64 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 16.14 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 23.94 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 23.44 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 22.94 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 22.44 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 21.93 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 21.43 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 20.93 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 20.43 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 19.92 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 19.42 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 18.92 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 26.72 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 26.22 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 25.72 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 25.21 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 24.71 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 24.21 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 23.71 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 23.20 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 22.70 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 22.20 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 21.69 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 29.50 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 29.00 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 28.49 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 27.99 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 27.49 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 26.99 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 26.48 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 25.98 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 25.48 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 24.98 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 24.47 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 32.28 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 31.78 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 31.27 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 30.77 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 30.27 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 29.76 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 29.26 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 28.76 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 28.26 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 27.75 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 27.25 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 35.06 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 34.55 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 34.05 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 33.55 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 33.04 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 32.54 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 32.04 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 31.54 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 31.03 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 30.53 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 30.03 | - | + ---------|---------|---------|---------| + 52.75 | 11.99 | 10.06 | 17.45 | + ---------|---------|---------|---------| + 52.75 | 11.99 | 9.55 | 17.71 | + ---------|---------|---------|---------| + 52.75 | 11.99 | 9.05 | 17.98 | + ---------|---------|---------|---------| + 52.75 | 11.99 | 8.55 | 18.49 | + ---------|---------|---------|---------| + 52.75 | 11.99 | 8.04 | 19.29 | + ---------|---------|---------|---------| + 52.75 | 11.99 | 7.54 | 20.84 | + ---------|---------|---------|---------| + 52.75 | 11.99 | 7.04 | 22.38 | + ---------|---------|---------|---------| + 52.75 | 11.99 | 6.54 | 25.22 | + ---------|---------|---------|---------| + 52.75 | 11.99 | 6.03 | 27.00 | + ---------|---------|---------|---------| + 52.75 | 11.99 | 5.53 | 32.36 | + ---------|---------|---------|---------| + 52.75 | 11.99 | 5.03 | 40.96 | + ---------|---------|---------|---------| + 52.75 | 14.77 | 12.83 | 14.73 | + ---------|---------|---------|---------| + 52.75 | 14.77 | 12.33 | 14.58 | + ---------|---------|---------|---------| + 52.75 | 14.77 | 11.83 | 14.43 | + ---------|---------|---------|---------| + 52.75 | 14.77 | 11.33 | 14.28 | + ---------|---------|---------|---------| + 52.75 | 14.77 | 10.82 | 14.16 | + ---------|---------|---------|---------| + 52.75 | 14.77 | 10.32 | 13.98 | + ---------|---------|---------|---------| + 52.75 | 14.77 | 9.82 | 13.84 | + ---------|---------|---------|---------| + 52.75 | 14.77 | 9.31 | 13.83 | + ---------|---------|---------|---------| + 52.75 | 14.77 | 8.81 | 13.35 | + ---------|---------|---------|---------| + 52.75 | 14.77 | 8.31 | 14.04 | + ---------|---------|---------|---------| + 52.75 | 14.77 | 7.81 | 14.99 | + ---------|---------|---------|---------| + 52.75 | 17.54 | 15.61 | 14.71 | + ---------|---------|---------|---------| + 52.75 | 17.54 | 15.11 | 14.17 | + ---------|---------|---------|---------| + 52.75 | 17.54 | 14.61 | 13.81 | + ---------|---------|---------|---------| + 52.75 | 17.54 | 14.10 | 13.55 | + ---------|---------|---------|---------| + 52.75 | 17.54 | 13.60 | 13.31 | + ---------|---------|---------|---------| + 52.75 | 17.54 | 13.10 | 13.04 | + ---------|---------|---------|---------| + 52.75 | 17.54 | 12.59 | 12.70 | + ---------|---------|---------|---------| + 52.75 | 17.54 | 12.09 | 12.34 | + ---------|---------|---------|---------| + 52.75 | 17.54 | 11.59 | 11.47 | + ---------|---------|---------|---------| + 52.75 | 17.54 | 11.09 | 11.43 | + ---------|---------|---------|---------| + 52.75 | 17.54 | 10.58 | 11.45 | + ---------|---------|---------|---------| + 52.75 | 20.32 | 18.39 | 15.97 | + ---------|---------|---------|---------| + 52.75 | 20.32 | 17.89 | 15.07 | + ---------|---------|---------|---------| + 52.75 | 20.32 | 17.38 | 14.35 | + ---------|---------|---------|---------| + 52.75 | 20.32 | 16.88 | 13.80 | + ---------|---------|---------|---------| + 52.75 | 20.32 | 16.38 | 13.39 | + ---------|---------|---------|---------| + 52.75 | 20.32 | 15.88 | 13.07 | + ---------|---------|---------|---------| + 52.75 | 20.32 | 15.37 | 12.70 | + ---------|---------|---------|---------| + 52.75 | 20.32 | 14.87 | 12.26 | + ---------|---------|---------|---------| + 52.75 | 20.32 | 14.37 | 11.29 | + ---------|---------|---------|---------| + 52.75 | 20.32 | 13.86 | 11.09 | + ---------|---------|---------|---------| + 52.75 | 20.32 | 13.36 | 10.89 | + ---------|---------|---------|---------| + 52.75 | 23.10 | 21.17 | 18.07 | + ---------|---------|---------|---------| + 52.75 | 23.10 | 20.66 | 16.71 | + ---------|---------|---------|---------| + 52.75 | 23.10 | 20.16 | 15.62 | + ---------|---------|---------|---------| + 52.75 | 23.10 | 19.66 | 14.75 | + ---------|---------|---------|---------| + 52.75 | 23.10 | 19.16 | 14.06 | + ---------|---------|---------|---------| + 52.75 | 23.10 | 18.65 | 13.49 | + ---------|---------|---------|---------| + 52.75 | 23.10 | 18.15 | 13.06 | + ---------|---------|---------|---------| + 52.75 | 23.10 | 17.65 | 12.59 | + ---------|---------|---------|---------| + 52.75 | 23.10 | 17.14 | 11.56 | + ---------|---------|---------|---------| + 52.75 | 23.10 | 16.64 | 11.32 | + ---------|---------|---------|---------| + 52.75 | 23.10 | 16.14 | 11.04 | + ---------|---------|---------|---------| + 52.75 | 25.88 | 23.94 | 20.89 | + ---------|---------|---------|---------| + 52.75 | 25.88 | 23.44 | 18.96 | + ---------|---------|---------|---------| + 52.75 | 25.88 | 22.94 | 17.41 | + ---------|---------|---------|---------| + 52.75 | 25.88 | 22.44 | 16.16 | + ---------|---------|---------|---------| + 52.75 | 25.88 | 21.93 | 15.18 | + ---------|---------|---------|---------| + 52.75 | 25.88 | 21.43 | 14.33 | + ---------|---------|---------|---------| + 52.75 | 25.88 | 20.93 | 13.64 | + ---------|---------|---------|---------| + 52.75 | 25.88 | 20.43 | 13.09 | + ---------|---------|---------|---------| + 52.75 | 25.88 | 19.92 | 12.02 | + ---------|---------|---------|---------| + 52.75 | 25.88 | 19.42 | 11.76 | + ---------|---------|---------|---------| + 52.75 | 25.88 | 18.92 | 11.44 | + ---------|---------|---------|---------| + 52.75 | 28.65 | 26.72 | - | + ---------|---------|---------|---------| + 52.75 | 28.65 | 26.22 | 21.77 | + ---------|---------|---------|---------| + 52.75 | 28.65 | 25.72 | 19.67 | + ---------|---------|---------|---------| + 52.75 | 28.65 | 25.21 | 17.96 | + ---------|---------|---------|---------| + 52.75 | 28.65 | 24.71 | 16.62 | + ---------|---------|---------|---------| + 52.75 | 28.65 | 24.21 | 15.48 | + ---------|---------|---------|---------| + 52.75 | 28.65 | 23.71 | 14.50 | + ---------|---------|---------|---------| + 52.75 | 28.65 | 23.20 | 13.69 | + ---------|---------|---------|---------| + 52.75 | 28.65 | 22.70 | 12.56 | + ---------|---------|---------|---------| + 52.75 | 28.65 | 22.20 | 12.29 | + ---------|---------|---------|---------| + 52.75 | 28.65 | 21.69 | 11.95 | + ---------|---------|---------|---------| + 52.75 | 31.43 | 29.50 | - | + ---------|---------|---------|---------| + 52.75 | 31.43 | 29.00 | - | + ---------|---------|---------|---------| + 52.75 | 31.43 | 28.49 | 22.37 | + ---------|---------|---------|---------| + 52.75 | 31.43 | 27.99 | 20.14 | + ---------|---------|---------|---------| + 52.75 | 31.43 | 27.49 | 18.35 | + ---------|---------|---------|---------| + 52.75 | 31.43 | 26.99 | 16.88 | + ---------|---------|---------|---------| + 52.75 | 31.43 | 26.48 | 15.59 | + ---------|---------|---------|---------| + 52.75 | 31.43 | 25.98 | 14.49 | + ---------|---------|---------|---------| + 52.75 | 31.43 | 25.48 | 13.14 | + ---------|---------|---------|---------| + 52.75 | 31.43 | 24.98 | 12.87 | + ---------|---------|---------|---------| + 52.75 | 31.43 | 24.47 | 12.52 | + ---------|---------|---------|---------| + 52.75 | 34.21 | 32.28 | - | + ---------|---------|---------|---------| + 52.75 | 34.21 | 31.78 | - | + ---------|---------|---------|---------| + 52.75 | 34.21 | 31.27 | - | + ---------|---------|---------|---------| + 52.75 | 34.21 | 30.77 | 22.67 | + ---------|---------|---------|---------| + 52.75 | 34.21 | 30.27 | 20.36 | + ---------|---------|---------|---------| + 52.75 | 34.21 | 29.76 | 18.51 | + ---------|---------|---------|---------| + 52.75 | 34.21 | 29.26 | 16.86 | + ---------|---------|---------|---------| + 52.75 | 34.21 | 28.76 | 15.45 | + ---------|---------|---------|---------| + 52.75 | 34.21 | 28.26 | 13.79 | + ---------|---------|---------|---------| + 52.75 | 34.21 | 27.75 | 13.49 | + ---------|---------|---------|---------| + 52.75 | 34.21 | 27.25 | 13.12 | + ---------|---------|---------|---------| + 52.75 | 36.99 | 35.06 | - | + ---------|---------|---------|---------| + 52.75 | 36.99 | 34.55 | - | + 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---------|---------|---------|---------| + 69.42 | 14.77 | 11.83 | 4.18 | + ---------|---------|---------|---------| + 69.42 | 14.77 | 11.33 | 4.10 | + ---------|---------|---------|---------| + 69.42 | 14.77 | 10.82 | 4.03 | + ---------|---------|---------|---------| + 69.42 | 14.77 | 10.32 | 3.87 | + ---------|---------|---------|---------| + 69.42 | 14.77 | 9.82 | 2.86 | + ---------|---------|---------|---------| + 69.42 | 14.77 | 9.31 | 2.98 | + ---------|---------|---------|---------| + 69.42 | 14.77 | 8.81 | 3.17 | + ---------|---------|---------|---------| + 69.42 | 14.77 | 8.31 | 3.51 | + ---------|---------|---------|---------| + 69.42 | 14.77 | 7.81 | - | + ---------|---------|---------|---------| + 69.42 | 17.54 | 15.61 | 3.69 | + ---------|---------|---------|---------| + 69.42 | 17.54 | 15.11 | 3.62 | + ---------|---------|---------|---------| + 69.42 | 17.54 | 14.61 | 3.56 | + ---------|---------|---------|---------| + 69.42 | 17.54 | 14.10 | 3.47 | + ---------|---------|---------|---------| + 69.42 | 17.54 | 13.60 | 3.35 | + ---------|---------|---------|---------| + 69.42 | 17.54 | 13.10 | 3.18 | + ---------|---------|---------|---------| + 69.42 | 17.54 | 12.59 | 2.37 | + ---------|---------|---------|---------| + 69.42 | 17.54 | 12.09 | 2.46 | + ---------|---------|---------|---------| + 69.42 | 17.54 | 11.59 | 2.64 | + ---------|---------|---------|---------| + 69.42 | 17.54 | 11.09 | 3.04 | + ---------|---------|---------|---------| + 69.42 | 17.54 | 10.58 | - | + ---------|---------|---------|---------| + 69.42 | 20.32 | 18.39 | 3.32 | + ---------|---------|---------|---------| + 69.42 | 20.32 | 17.89 | 3.26 | + ---------|---------|---------|---------| + 69.42 | 20.32 | 17.38 | 3.21 | + ---------|---------|---------|---------| + 69.42 | 20.32 | 16.88 | 3.16 | + ---------|---------|---------|---------| + 69.42 | 20.32 | 16.38 | 2.99 | + ---------|---------|---------|---------| + 69.42 | 20.32 | 15.88 | 2.79 | + ---------|---------|---------|---------| + 69.42 | 20.32 | 15.37 | 2.08 | + ---------|---------|---------|---------| + 69.42 | 20.32 | 14.87 | 2.13 | + ---------|---------|---------|---------| + 69.42 | 20.32 | 14.37 | 2.25 | + ---------|---------|---------|---------| + 69.42 | 20.32 | 13.86 | 2.56 | + ---------|---------|---------|---------| + 69.42 | 20.32 | 13.36 | - | + ---------|---------|---------|---------| + 69.42 | 23.10 | 21.17 | 3.23 | + ---------|---------|---------|---------| + 69.42 | 23.10 | 20.66 | 3.11 | + ---------|---------|---------|---------| + 69.42 | 23.10 | 20.16 | 3.01 | + ---------|---------|---------|---------| + 69.42 | 23.10 | 19.66 | 2.93 | + ---------|---------|---------|---------| + 69.42 | 23.10 | 19.16 | 2.79 | + ---------|---------|---------|---------| + 69.42 | 23.10 | 18.65 | 2.58 | + ---------|---------|---------|---------| + 69.42 | 23.10 | 18.15 | 1.94 | + ---------|---------|---------|---------| + 69.42 | 23.10 | 17.65 | 1.93 | + ---------|---------|---------|---------| + 69.42 | 23.10 | 17.14 | 2.00 | + ---------|---------|---------|---------| + 69.42 | 23.10 | 16.64 | 2.20 | + ---------|---------|---------|---------| + 69.42 | 23.10 | 16.14 | - | + ---------|---------|---------|---------| + 69.42 | 25.88 | 23.94 | 3.24 | + ---------|---------|---------|---------| + 69.42 | 25.88 | 23.44 | 3.12 | + ---------|---------|---------|---------| + 69.42 | 25.88 | 22.94 | 2.99 | + ---------|---------|---------|---------| + 69.42 | 25.88 | 22.44 | 2.86 | + ---------|---------|---------|---------| + 69.42 | 25.88 | 21.93 | 2.70 | + ---------|---------|---------|---------| + 69.42 | 25.88 | 21.43 | 2.45 | + ---------|---------|---------|---------| + 69.42 | 25.88 | 20.93 | 1.84 | + ---------|---------|---------|---------| + 69.42 | 25.88 | 20.43 | 1.84 | + ---------|---------|---------|---------| + 69.42 | 25.88 | 19.92 | 1.87 | + ---------|---------|---------|---------| + 69.42 | 25.88 | 19.42 | 1.97 | + ---------|---------|---------|---------| + 69.42 | 25.88 | 18.92 | - | + ---------|---------|---------|---------| + 69.42 | 28.65 | 26.72 | 3.29 | + ---------|---------|---------|---------| + 69.42 | 28.65 | 26.22 | 3.16 | + ---------|---------|---------|---------| + 69.42 | 28.65 | 25.72 | 3.03 | + ---------|---------|---------|---------| + 69.42 | 28.65 | 25.21 | 2.89 | + ---------|---------|---------|---------| + 69.42 | 28.65 | 24.71 | 2.74 | + ---------|---------|---------|---------| + 69.42 | 28.65 | 24.21 | 2.42 | + ---------|---------|---------|---------| + 69.42 | 28.65 | 23.71 | 1.81 | + ---------|---------|---------|---------| + 69.42 | 28.65 | 23.20 | 1.77 | + ---------|---------|---------|---------| + 69.42 | 28.65 | 22.70 | 1.78 | + ---------|---------|---------|---------| + 69.42 | 28.65 | 22.20 | 1.88 | + ---------|---------|---------|---------| + 69.42 | 28.65 | 21.69 | - | + ---------|---------|---------|---------| + 69.42 | 31.43 | 29.50 | 3.36 | + ---------|---------|---------|---------| + 69.42 | 31.43 | 29.00 | 3.22 | + ---------|---------|---------|---------| + 69.42 | 31.43 | 28.49 | 3.09 | + ---------|---------|---------|---------| + 69.42 | 31.43 | 27.99 | 2.95 | + ---------|---------|---------|---------| + 69.42 | 31.43 | 27.49 | 2.79 | + ---------|---------|---------|---------| + 69.42 | 31.43 | 26.99 | 2.47 | + ---------|---------|---------|---------| + 69.42 | 31.43 | 26.48 | 1.85 | + ---------|---------|---------|---------| + 69.42 | 31.43 | 25.98 | 1.77 | + ---------|---------|---------|---------| + 69.42 | 31.43 | 25.48 | 1.75 | + ---------|---------|---------|---------| + 69.42 | 31.43 | 24.98 | 1.78 | + ---------|---------|---------|---------| + 69.42 | 31.43 | 24.47 | - | + ---------|---------|---------|---------| + 69.42 | 34.21 | 32.28 | 3.45 | + ---------|---------|---------|---------| + 69.42 | 34.21 | 31.78 | 3.31 | + ---------|---------|---------|---------| + 69.42 | 34.21 | 31.27 | 3.17 | + ---------|---------|---------|---------| + 69.42 | 34.21 | 30.77 | 3.02 | + ---------|---------|---------|---------| + 69.42 | 34.21 | 30.27 | 2.86 | + ---------|---------|---------|---------| + 69.42 | 34.21 | 29.76 | 2.53 | + ---------|---------|---------|---------| + 69.42 | 34.21 | 29.26 | 1.91 | + ---------|---------|---------|---------| + 69.42 | 34.21 | 28.76 | 1.82 | + ---------|---------|---------|---------| + 69.42 | 34.21 | 28.26 | 1.76 | + ---------|---------|---------|---------| + 69.42 | 34.21 | 27.75 | 1.77 | + ---------|---------|---------|---------| + 69.42 | 34.21 | 27.25 | 1.79 | + ---------|---------|---------|---------| + 69.42 | 36.99 | 35.06 | 3.55 | + ---------|---------|---------|---------| + 69.42 | 36.99 | 34.55 | 3.41 | + ---------|---------|---------|---------| + 69.42 | 36.99 | 34.05 | 3.26 | + ---------|---------|---------|---------| + 69.42 | 36.99 | 33.55 | 3.10 | + ---------|---------|---------|---------| + 69.42 | 36.99 | 33.04 | 2.93 | + ---------|---------|---------|---------| + 69.42 | 36.99 | 32.54 | 2.67 | + ---------|---------|---------|---------| + 69.42 | 36.99 | 32.04 | 1.97 | + ---------|---------|---------|---------| + 69.42 | 36.99 | 31.54 | 1.88 | + ---------|---------|---------|---------| + 69.42 | 36.99 | 31.03 | 1.81 | + ---------|---------|---------|---------| + 69.42 | 36.99 | 30.53 | 1.79 | + ---------|---------|---------|---------| + 69.42 | 36.99 | 30.03 | 1.79 | + ---------|---------|---------|---------| + 72.20 | 11.99 | 10.06 | 6.45 | + ---------|---------|---------|---------| + 72.20 | 11.99 | 9.55 | 6.20 | + ---------|---------|---------|---------| + 72.20 | 11.99 | 9.05 | 5.89 | + ---------|---------|---------|---------| + 72.20 | 11.99 | 8.55 | 5.48 | + ---------|---------|---------|---------| + 72.20 | 11.99 | 8.04 | 5.00 | + ---------|---------|---------|---------| + 72.20 | 11.99 | 7.54 | 4.41 | + ---------|---------|---------|---------| + 72.20 | 11.99 | 7.04 | 3.20 | + ---------|---------|---------|---------| + 72.20 | 11.99 | 6.54 | 2.80 | + ---------|---------|---------|---------| + 72.20 | 11.99 | 6.03 | 2.74 | + ---------|---------|---------|---------| + 72.20 | 11.99 | 5.53 | - | + ---------|---------|---------|---------| + 72.20 | 11.99 | 5.03 | - | + ---------|---------|---------|---------| + 72.20 | 14.77 | 12.83 | 5.40 | + ---------|---------|---------|---------| + 72.20 | 14.77 | 12.33 | 5.33 | + ---------|---------|---------|---------| + 72.20 | 14.77 | 11.83 | 5.22 | + ---------|---------|---------|---------| + 72.20 | 14.77 | 11.33 | 5.04 | + ---------|---------|---------|---------| + 72.20 | 14.77 | 10.82 | 4.76 | + ---------|---------|---------|---------| + 72.20 | 14.77 | 10.32 | 4.27 | + ---------|---------|---------|---------| + 72.20 | 14.77 | 9.82 | 3.09 | + ---------|---------|---------|---------| + 72.20 | 14.77 | 9.31 | 2.68 | + ---------|---------|---------|---------| + 72.20 | 14.77 | 8.81 | 2.63 | + ---------|---------|---------|---------| + 72.20 | 14.77 | 8.31 | - | + ---------|---------|---------|---------| + 72.20 | 14.77 | 7.81 | - | + ---------|---------|---------|---------| + 72.20 | 17.54 | 15.61 | 4.62 | + ---------|---------|---------|---------| + 72.20 | 17.54 | 15.11 | 4.57 | + ---------|---------|---------|---------| + 72.20 | 17.54 | 14.61 | 4.52 | + ---------|---------|---------|---------| + 72.20 | 17.54 | 14.10 | 4.45 | + ---------|---------|---------|---------| + 72.20 | 17.54 | 13.60 | 4.31 | + ---------|---------|---------|---------| + 72.20 | 17.54 | 13.10 | 4.03 | + ---------|---------|---------|---------| + 72.20 | 17.54 | 12.59 | 3.06 | + ---------|---------|---------|---------| + 72.20 | 17.54 | 12.09 | 2.70 | + ---------|---------|---------|---------| + 72.20 | 17.54 | 11.59 | 2.62 | + ---------|---------|---------|---------| + 72.20 | 17.54 | 11.09 | - | + ---------|---------|---------|---------| + 72.20 | 17.54 | 10.58 | - | + ---------|---------|---------|---------| + 72.20 | 20.32 | 18.39 | 4.08 | + ---------|---------|---------|---------| + 72.20 | 20.32 | 17.89 | 4.03 | + ---------|---------|---------|---------| + 72.20 | 20.32 | 17.38 | 3.97 | + ---------|---------|---------|---------| + 72.20 | 20.32 | 16.88 | 3.92 | + ---------|---------|---------|---------| + 72.20 | 20.32 | 16.38 | 3.83 | + ---------|---------|---------|---------| + 72.20 | 20.32 | 15.88 | 3.64 | + ---------|---------|---------|---------| + 72.20 | 20.32 | 15.37 | 2.87 | + ---------|---------|---------|---------| + 72.20 | 20.32 | 14.87 | 2.64 | + ---------|---------|---------|---------| + 72.20 | 20.32 | 14.37 | 2.68 | + ---------|---------|---------|---------| + 72.20 | 20.32 | 13.86 | 2.81 | + ---------|---------|---------|---------| + 72.20 | 20.32 | 13.36 | - | + ---------|---------|---------|---------| + 72.20 | 23.10 | 21.17 | 3.72 | + ---------|---------|---------|---------| + 72.20 | 23.10 | 20.66 | 3.71 | + ---------|---------|---------|---------| + 72.20 | 23.10 | 20.16 | 3.61 | + ---------|---------|---------|---------| + 72.20 | 23.10 | 19.66 | 3.51 | + ---------|---------|---------|---------| + 72.20 | 23.10 | 19.16 | 3.42 | + ---------|---------|---------|---------| + 72.20 | 23.10 | 18.65 | 3.26 | + ---------|---------|---------|---------| + 72.20 | 23.10 | 18.15 | 2.62 | + ---------|---------|---------|---------| + 72.20 | 23.10 | 17.65 | 2.47 | + ---------|---------|---------|---------| + 72.20 | 23.10 | 17.14 | 2.59 | + ---------|---------|---------|---------| + 72.20 | 23.10 | 16.64 | 2.87 | + ---------|---------|---------|---------| + 72.20 | 23.10 | 16.14 | - | + ---------|---------|---------|---------| + 72.20 | 25.88 | 23.94 | 3.47 | + ---------|---------|---------|---------| + 72.20 | 25.88 | 23.44 | 3.42 | + ---------|---------|---------|---------| + 72.20 | 25.88 | 22.94 | 3.35 | + ---------|---------|---------|---------| + 72.20 | 25.88 | 22.44 | 3.26 | + ---------|---------|---------|---------| + 72.20 | 25.88 | 21.93 | 3.15 | + ---------|---------|---------|---------| + 72.20 | 25.88 | 21.43 | 2.96 | + ---------|---------|---------|---------| + 72.20 | 25.88 | 20.93 | 2.39 | + ---------|---------|---------|---------| + 72.20 | 25.88 | 20.43 | 2.26 | + ---------|---------|---------|---------| + 72.20 | 25.88 | 19.92 | 2.41 | + ---------|---------|---------|---------| + 72.20 | 25.88 | 19.42 | 2.79 | + ---------|---------|---------|---------| + 72.20 | 25.88 | 18.92 | - | + ---------|---------|---------|---------| + 72.20 | 28.65 | 26.72 | 3.42 | + ---------|---------|---------|---------| + 72.20 | 28.65 | 26.22 | 3.30 | + ---------|---------|---------|---------| + 72.20 | 28.65 | 25.72 | 3.20 | + ---------|---------|---------|---------| + 72.20 | 28.65 | 25.21 | 3.07 | + ---------|---------|---------|---------| + 72.20 | 28.65 | 24.71 | 2.93 | + ---------|---------|---------|---------| + 72.20 | 28.65 | 24.21 | 2.78 | + ---------|---------|---------|---------| + 72.20 | 28.65 | 23.71 | 2.24 | + ---------|---------|---------|---------| + 72.20 | 28.65 | 23.20 | 2.09 | + ---------|---------|---------|---------| + 72.20 | 28.65 | 22.70 | 2.19 | + ---------|---------|---------|---------| + 72.20 | 28.65 | 22.20 | 2.55 | + ---------|---------|---------|---------| + 72.20 | 28.65 | 21.69 | - | + ---------|---------|---------|---------| + 72.20 | 31.43 | 29.50 | 3.43 | + ---------|---------|---------|---------| + 72.20 | 31.43 | 29.00 | 3.31 | + ---------|---------|---------|---------| + 72.20 | 31.43 | 28.49 | 3.18 | + ---------|---------|---------|---------| + 72.20 | 31.43 | 27.99 | 3.01 | + ---------|---------|---------|---------| + 72.20 | 31.43 | 27.49 | 2.81 | + ---------|---------|---------|---------| + 72.20 | 31.43 | 26.99 | 2.62 | + ---------|---------|---------|---------| + 72.20 | 31.43 | 26.48 | 2.13 | + ---------|---------|---------|---------| + 72.20 | 31.43 | 25.98 | 2.00 | + ---------|---------|---------|---------| + 72.20 | 31.43 | 25.48 | 2.02 | + ---------|---------|---------|---------| + 72.20 | 31.43 | 24.98 | 2.26 | + ---------|---------|---------|---------| + 72.20 | 31.43 | 24.47 | - | + ---------|---------|---------|---------| + 72.20 | 34.21 | 32.28 | 3.47 | + ---------|---------|---------|---------| + 72.20 | 34.21 | 31.78 | 3.34 | + ---------|---------|---------|---------| + 72.20 | 34.21 | 31.27 | 3.21 | + ---------|---------|---------|---------| + 72.20 | 34.21 | 30.77 | 3.05 | + ---------|---------|---------|---------| + 72.20 | 34.21 | 30.27 | 2.79 | + ---------|---------|---------|---------| + 72.20 | 34.21 | 29.76 | 2.54 | + ---------|---------|---------|---------| + 72.20 | 34.21 | 29.26 | 2.06 | + ---------|---------|---------|---------| + 72.20 | 34.21 | 28.76 | 1.91 | + ---------|---------|---------|---------| + 72.20 | 34.21 | 28.26 | 1.94 | + ---------|---------|---------|---------| + 72.20 | 34.21 | 27.75 | 2.06 | + ---------|---------|---------|---------| + 72.20 | 34.21 | 27.25 | - | + ---------|---------|---------|---------| + 72.20 | 36.99 | 35.06 | - | + ---------|---------|---------|---------| + 72.20 | 36.99 | 34.55 | 3.39 | + ---------|---------|---------|---------| + 72.20 | 36.99 | 34.05 | 3.25 | + ---------|---------|---------|---------| + 72.20 | 36.99 | 33.55 | 3.10 | + ---------|---------|---------|---------| + 72.20 | 36.99 | 33.04 | 2.82 | + ---------|---------|---------|---------| + 72.20 | 36.99 | 32.54 | 2.56 | + ---------|---------|---------|---------| + 72.20 | 36.99 | 32.04 | 2.04 | + ---------|---------|---------|---------| + 72.20 | 36.99 | 31.54 | 1.88 | + ---------|---------|---------|---------| + 72.20 | 36.99 | 31.03 | 1.86 | + ---------|---------|---------|---------| + 72.20 | 36.99 | 30.53 | 1.97 | + ---------|---------|---------|---------| + 72.20 | 36.99 | 30.03 | - | + 74.97 | 11.99 | 10.06 | 7.29 | + 74.97 | 11.99 | 9.55 | 6.85 | + 74.97 | 11.99 | 9.05 | 6.42 | + 74.97 | 11.99 | 8.55 | 5.97 | + 74.97 | 11.99 | 8.04 | 5.45 | + 74.97 | 11.99 | 7.54 | 4.83 | + 74.97 | 11.99 | 7.04 | 3.67 | + 74.97 | 11.99 | 6.54 | 3.00 | + 74.97 | 11.99 | 6.03 | 2.83 | + 74.97 | 11.99 | 5.53 | - | + 74.97 | 11.99 | 5.03 | - | + 74.97 | 14.77 | 12.83 | 6.85 | + 74.97 | 14.77 | 12.33 | 6.51 | + 74.97 | 14.77 | 11.83 | 6.12 | + 74.97 | 14.77 | 11.33 | 5.68 | + 74.97 | 14.77 | 10.82 | 5.19 | + 74.97 | 14.77 | 10.32 | 4.58 | + 74.97 | 14.77 | 9.82 | 3.47 | + 74.97 | 14.77 | 9.31 | 2.86 | + 74.97 | 14.77 | 8.81 | 2.75 | + 74.97 | 14.77 | 8.31 | - | + 74.97 | 14.77 | 7.81 | - | + 74.97 | 17.54 | 15.61 | 6.23 | + 74.97 | 17.54 | 15.11 | 6.13 | + 74.97 | 17.54 | 14.61 | 5.94 | + 74.97 | 17.54 | 14.10 | 5.62 | + 74.97 | 17.54 | 13.60 | 5.15 | + 74.97 | 17.54 | 13.10 | 4.56 | + 74.97 | 17.54 | 12.59 | 3.46 | + 74.97 | 17.54 | 12.09 | 2.86 | + 74.97 | 17.54 | 11.59 | 2.72 | + 74.97 | 17.54 | 11.09 | - | + 74.97 | 17.54 | 10.58 | - | + 74.97 | 20.32 | 18.39 | 5.51 | + 74.97 | 20.32 | 17.89 | 5.51 | + 74.97 | 20.32 | 17.38 | 5.49 | + 74.97 | 20.32 | 16.88 | 5.38 | + 74.97 | 20.32 | 16.38 | 5.12 | + 74.97 | 20.32 | 15.88 | 4.60 | + 74.97 | 20.32 | 15.37 | 3.50 | + 74.97 | 20.32 | 14.87 | 2.91 | + 74.97 | 20.32 | 14.37 | 2.77 | + 74.97 | 20.32 | 13.86 | - | + 74.97 | 20.32 | 13.36 | - | + 74.97 | 23.10 | 21.17 | 4.85 | + 74.97 | 23.10 | 20.66 | 4.89 | + 74.97 | 23.10 | 20.16 | 4.92 | + 74.97 | 23.10 | 19.66 | 4.91 | + 74.97 | 23.10 | 19.16 | 4.82 | + 74.97 | 23.10 | 18.65 | 4.52 | + 74.97 | 23.10 | 18.15 | 3.56 | + 74.97 | 23.10 | 17.65 | 2.97 | + 74.97 | 23.10 | 17.14 | 2.83 | + 74.97 | 23.10 | 16.64 | - | + 74.97 | 23.10 | 16.14 | - | + 74.97 | 25.88 | 23.94 | 4.39 | + 74.97 | 25.88 | 23.44 | 4.37 | + 74.97 | 25.88 | 22.94 | 4.39 | + 74.97 | 25.88 | 22.44 | 4.41 | + 74.97 | 25.88 | 21.93 | 4.38 | + 74.97 | 25.88 | 21.43 | 4.23 | + 74.97 | 25.88 | 20.93 | 3.49 | + 74.97 | 25.88 | 20.43 | 3.04 | + 74.97 | 25.88 | 19.92 | 2.90 | + 74.97 | 25.88 | 19.42 | - | + 74.97 | 25.88 | 18.92 | - | + 74.97 | 28.65 | 26.72 | - | + 74.97 | 28.65 | 26.22 | 4.04 | + 74.97 | 28.65 | 25.72 | 4.00 | + 74.97 | 28.65 | 25.21 | 3.97 | + 74.97 | 28.65 | 24.71 | 3.94 | + 74.97 | 28.65 | 24.21 | 3.83 | + 74.97 | 28.65 | 23.71 | 3.26 | + 74.97 | 28.65 | 23.20 | 3.01 | + 74.97 | 28.65 | 22.70 | 2.96 | + 74.97 | 28.65 | 22.20 | - | + 74.97 | 28.65 | 21.69 | - | + 74.97 | 31.43 | 29.50 | - | + 74.97 | 31.43 | 29.00 | - | + 74.97 | 31.43 | 28.49 | 3.70 | + 74.97 | 31.43 | 27.99 | 3.69 | + 74.97 | 31.43 | 27.49 | 3.60 | + 74.97 | 31.43 | 26.99 | 3.46 | + 74.97 | 31.43 | 26.48 | 2.97 | + 74.97 | 31.43 | 25.98 | 2.83 | + 74.97 | 31.43 | 25.48 | 3.01 | + 74.97 | 31.43 | 24.98 | - | + 74.97 | 31.43 | 24.47 | - | + 74.97 | 34.21 | 32.28 | - | + 74.97 | 34.21 | 31.78 | - | + 74.97 | 34.21 | 31.27 | - | + 74.97 | 34.21 | 30.77 | 3.42 | + 74.97 | 34.21 | 30.27 | 3.35 | + 74.97 | 34.21 | 29.76 | 3.19 | + 74.97 | 34.21 | 29.26 | 2.71 | + 74.97 | 34.21 | 28.76 | 2.59 | + 74.97 | 34.21 | 28.26 | 2.85 | + 74.97 | 34.21 | 27.75 | - | + 74.97 | 34.21 | 27.25 | - | + 74.97 | 36.99 | 35.06 | - | + 74.97 | 36.99 | 34.55 | - | + 74.97 | 36.99 | 34.05 | - | + 74.97 | 36.99 | 33.55 | 3.27 | + 74.97 | 36.99 | 33.04 | 3.15 | + 74.97 | 36.99 | 32.54 | 2.98 | + 74.97 | 36.99 | 32.04 | 2.55 | + 74.97 | 36.99 | 31.54 | 2.37 | + 74.97 | 36.99 | 31.03 | 2.61 | + 74.97 | 36.99 | 30.53 | - | + 74.97 | 36.99 | 30.03 | - | + + The center point of the critical circle lies on the edge of the grid. + + New grid with : X minimum = 49.98 [m] + X maximum = 74.97 [m] + Y minimum = 11.99 [m] + Y maximum = 36.99 [m] + tangent minimum = 6.46 [m] + tangent maximum = 11.49 [m] + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 49.98 | 11.99 | 5.53 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 11.99 | 5.03 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 11.99 | 4.53 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 11.99 | 4.02 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 11.99 | 3.52 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 11.99 | 3.02 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 11.99 | 2.51 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 11.99 | 2.01 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 11.99 | 1.51 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 11.99 | 1.01 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 11.99 | 0.50 | - | Circle center in geometry. + ---------|---------|---------|---------| + 49.98 | 14.77 | 8.31 | - | + ---------|---------|---------|---------| + 49.98 | 14.77 | 7.81 | - | + ---------|---------|---------|---------| + 49.98 | 14.77 | 7.30 | - | + ---------|---------|---------|---------| + 49.98 | 14.77 | 6.80 | - | + ---------|---------|---------|---------| + 49.98 | 14.77 | 6.30 | - | + ---------|---------|---------|---------| + 49.98 | 14.77 | 5.79 | - | + ---------|---------|---------|---------| + 49.98 | 14.77 | 5.29 | - | + ---------|---------|---------|---------| + 49.98 | 14.77 | 4.79 | - | + ---------|---------|---------|---------| + 49.98 | 14.77 | 4.29 | - | + ---------|---------|---------|---------| + 49.98 | 14.77 | 3.78 | - | + ---------|---------|---------|---------| + 49.98 | 14.77 | 3.28 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 11.09 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 10.58 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 10.08 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 9.58 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 9.08 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 8.57 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 8.07 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 7.57 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 7.06 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 6.56 | - | + ---------|---------|---------|---------| + 49.98 | 17.54 | 6.06 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 13.86 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 13.36 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 12.86 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 12.36 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 11.85 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 11.35 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 10.85 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 10.34 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 9.84 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 9.34 | - | + ---------|---------|---------|---------| + 49.98 | 20.32 | 8.84 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 16.64 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 16.14 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 15.64 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 15.13 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 14.63 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 14.13 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 13.63 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 13.12 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 12.62 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 12.12 | - | + ---------|---------|---------|---------| + 49.98 | 23.10 | 11.61 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 19.42 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 18.92 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 18.41 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 17.91 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 17.41 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 16.91 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 16.40 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 15.90 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 15.40 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 14.89 | - | + ---------|---------|---------|---------| + 49.98 | 25.88 | 14.39 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 22.20 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 21.69 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 21.19 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 20.69 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 20.19 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 19.68 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 19.18 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 18.68 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 18.18 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 17.67 | - | + ---------|---------|---------|---------| + 49.98 | 28.65 | 17.17 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 24.98 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 24.47 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 23.97 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 23.47 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 22.96 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 22.46 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 21.96 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 21.46 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 20.95 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 20.45 | - | + ---------|---------|---------|---------| + 49.98 | 31.43 | 19.95 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 27.75 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 27.25 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 26.75 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 26.24 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 25.74 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 25.24 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 24.74 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 24.23 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 23.73 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 23.23 | - | + ---------|---------|---------|---------| + 49.98 | 34.21 | 22.73 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 30.53 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 30.03 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 29.53 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 29.02 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 28.52 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 28.02 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 27.51 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 27.01 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 26.51 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 26.01 | - | + ---------|---------|---------|---------| + 49.98 | 36.99 | 25.50 | - | + ---------|---------|---------|---------| + 52.75 | 11.99 | 5.53 | 32.36 | Evaluated earlier. + 52.75 | 11.99 | 5.03 | 40.96 | Evaluated earlier. + 52.75 | 11.99 | 4.53 | 57.48 | + 52.75 | 11.99 | 4.02 | 97.89 | + 52.75 | 11.99 | 3.52 | 350.53 | + 52.75 | 11.99 | 3.02 | 39.01 | + 52.75 | 11.99 | 2.51 | 14.36 | + 52.75 | 11.99 | 2.01 | 8.31 | + 52.75 | 11.99 | 1.51 | - | + 52.75 | 11.99 | 1.01 | - | + 52.75 | 11.99 | 0.50 | - | + 52.75 | 14.77 | 8.31 | 14.04 | Evaluated earlier. + 52.75 | 14.77 | 7.81 | 14.99 | Evaluated earlier. + 52.75 | 14.77 | 7.30 | 16.49 | + 52.75 | 14.77 | 6.80 | 18.92 | + 52.75 | 14.77 | 6.30 | 22.48 | + 52.75 | 14.77 | 5.79 | 28.80 | + 52.75 | 14.77 | 5.29 | 40.94 | + 52.75 | 14.77 | 4.79 | 210.16 | + 52.75 | 14.77 | 4.29 | - | + 52.75 | 14.77 | 3.78 | - | + 52.75 | 14.77 | 3.28 | - | + 52.75 | 17.54 | 11.09 | 11.43 | Evaluated earlier. + 52.75 | 17.54 | 10.58 | 11.45 | Evaluated earlier. + 52.75 | 17.54 | 10.08 | 11.84 | + 52.75 | 17.54 | 9.58 | 12.96 | + 52.75 | 17.54 | 9.08 | 14.42 | + 52.75 | 17.54 | 8.57 | 16.69 | + 52.75 | 17.54 | 8.07 | 20.62 | + 52.75 | 17.54 | 7.57 | 28.35 | + 52.75 | 17.54 | 7.06 | - | + 52.75 | 17.54 | 6.56 | - | + 52.75 | 17.54 | 6.06 | - | + 52.75 | 20.32 | 13.86 | 11.09 | Evaluated earlier. + 52.75 | 20.32 | 13.36 | 10.89 | Evaluated earlier. + 52.75 | 20.32 | 12.86 | 10.93 | + 52.75 | 20.32 | 12.36 | 11.38 | + 52.75 | 20.32 | 11.85 | 12.08 | + 52.75 | 20.32 | 11.35 | 13.56 | + 52.75 | 20.32 | 10.85 | 16.03 | + 52.75 | 20.32 | 10.34 | 20.62 | + 52.75 | 20.32 | 9.84 | - | + 52.75 | 20.32 | 9.34 | - | + 52.75 | 20.32 | 8.84 | - | + 52.75 | 23.10 | 16.64 | 11.32 | Evaluated earlier. + 52.75 | 23.10 | 16.14 | 11.04 | Evaluated earlier. + 52.75 | 23.10 | 15.64 | 10.96 | + 52.75 | 23.10 | 15.13 | 11.21 | + 52.75 | 23.10 | 14.63 | 11.54 | + 52.75 | 23.10 | 14.13 | 12.35 | + 52.75 | 23.10 | 13.63 | 14.22 | + 52.75 | 23.10 | 13.12 | 17.71 | + 52.75 | 23.10 | 12.62 | - | + 52.75 | 23.10 | 12.12 | - | + 52.75 | 23.10 | 11.61 | - | + 52.75 | 25.88 | 19.42 | 11.76 | Evaluated earlier. + 52.75 | 25.88 | 18.92 | 11.44 | Evaluated earlier. + 52.75 | 25.88 | 18.41 | 11.30 | + 52.75 | 25.88 | 17.91 | 11.48 | + 52.75 | 25.88 | 17.41 | 11.65 | + 52.75 | 25.88 | 16.91 | 12.16 | + 52.75 | 25.88 | 16.40 | 13.40 | + 52.75 | 25.88 | 15.90 | 16.34 | + 52.75 | 25.88 | 15.40 | - | + 52.75 | 25.88 | 14.89 | - | + 52.75 | 25.88 | 14.39 | - | + 52.75 | 28.65 | 22.20 | 12.29 | Evaluated earlier. + 52.75 | 28.65 | 21.69 | 11.95 | Evaluated earlier. + 52.75 | 28.65 | 21.19 | 11.78 | + 52.75 | 28.65 | 20.69 | 11.92 | + 52.75 | 28.65 | 20.19 | 12.02 | + 52.75 | 28.65 | 19.68 | 12.38 | + 52.75 | 28.65 | 19.18 | 13.28 | + 52.75 | 28.65 | 18.68 | 15.64 | + 52.75 | 28.65 | 18.18 | - | + 52.75 | 28.65 | 17.67 | - | + 52.75 | 28.65 | 17.17 | - | + 52.75 | 31.43 | 24.98 | 12.87 | Evaluated earlier. + 52.75 | 31.43 | 24.47 | 12.52 | Evaluated earlier. + 52.75 | 31.43 | 23.97 | 12.33 | + 52.75 | 31.43 | 23.47 | 12.46 | + 52.75 | 31.43 | 22.96 | 12.51 | + 52.75 | 31.43 | 22.46 | 12.78 | + 52.75 | 31.43 | 21.96 | 13.50 | + 52.75 | 31.43 | 21.46 | 15.35 | + 52.75 | 31.43 | 20.95 | - | + 52.75 | 31.43 | 20.45 | - | + 52.75 | 31.43 | 19.95 | - | + 52.75 | 34.21 | 27.75 | 13.49 | Evaluated earlier. + 52.75 | 34.21 | 27.25 | 13.12 | Evaluated earlier. + 52.75 | 34.21 | 26.75 | 12.93 | + 52.75 | 34.21 | 26.24 | 13.04 | + 52.75 | 34.21 | 25.74 | 13.07 | + 52.75 | 34.21 | 25.24 | 13.29 | + 52.75 | 34.21 | 24.74 | 13.90 | + 52.75 | 34.21 | 24.23 | 15.44 | + 52.75 | 34.21 | 23.73 | - | + 52.75 | 34.21 | 23.23 | - | + 52.75 | 34.21 | 22.73 | - | + 52.75 | 36.99 | 30.53 | 14.11 | Evaluated earlier. + 52.75 | 36.99 | 30.03 | 13.74 | Evaluated earlier. + 52.75 | 36.99 | 29.53 | 13.54 | + 52.75 | 36.99 | 29.02 | 13.66 | + 52.75 | 36.99 | 28.52 | 13.67 | + 52.75 | 36.99 | 28.02 | 13.86 | + 52.75 | 36.99 | 27.51 | 14.40 | + 52.75 | 36.99 | 27.01 | 15.76 | + 52.75 | 36.99 | 26.51 | - | + 52.75 | 36.99 | 26.01 | - | + 52.75 | 36.99 | 25.50 | - | + ---------|---------|---------|---------| + 55.53 | 11.99 | 5.53 | - | Circle center point too low. + ---------|---------|---------|---------| + 55.53 | 11.99 | 5.03 | 5.66 | Evaluated earlier. + 55.53 | 11.99 | 4.53 | 5.42 | + 55.53 | 11.99 | 4.02 | 5.14 | + 55.53 | 11.99 | 3.52 | 4.65 | + 55.53 | 11.99 | 3.02 | 4.09 | + 55.53 | 11.99 | 2.51 | 3.90 | + 55.53 | 11.99 | 2.01 | 3.65 | + 55.53 | 11.99 | 1.51 | - | + 55.53 | 11.99 | 1.01 | - | + 55.53 | 11.99 | 0.50 | - | + 55.53 | 14.77 | 8.31 | 4.73 | Evaluated earlier. + 55.53 | 14.77 | 7.81 | 4.52 | Evaluated earlier. + 55.53 | 14.77 | 7.30 | 4.37 | + 55.53 | 14.77 | 6.80 | 4.27 | + 55.53 | 14.77 | 6.30 | 4.12 | + 55.53 | 14.77 | 5.79 | 3.92 | + 55.53 | 14.77 | 5.29 | 3.64 | + 55.53 | 14.77 | 4.79 | 3.24 | + 55.53 | 14.77 | 4.29 | - | + 55.53 | 14.77 | 3.78 | - | + 55.53 | 14.77 | 3.28 | - | + 55.53 | 17.54 | 11.09 | 4.50 | Evaluated earlier. + 55.53 | 17.54 | 10.58 | 4.34 | Evaluated earlier. + 55.53 | 17.54 | 10.08 | 4.23 | + 55.53 | 17.54 | 9.58 | 4.16 | + 55.53 | 17.54 | 9.08 | 4.06 | + 55.53 | 17.54 | 8.57 | 3.95 | + 55.53 | 17.54 | 8.07 | 3.84 | + 55.53 | 17.54 | 7.57 | 3.73 | + 55.53 | 17.54 | 7.06 | - | + 55.53 | 17.54 | 6.56 | - | + 55.53 | 17.54 | 6.06 | - | + 55.53 | 20.32 | 13.86 | 4.47 | Evaluated earlier. + 55.53 | 20.32 | 13.36 | 4.34 | Evaluated earlier. + 55.53 | 20.32 | 12.86 | 4.27 | + 55.53 | 20.32 | 12.36 | 4.24 | + 55.53 | 20.32 | 11.85 | 4.19 | + 55.53 | 20.32 | 11.35 | 4.12 | + 55.53 | 20.32 | 10.85 | 4.06 | + 55.53 | 20.32 | 10.34 | 4.03 | + 55.53 | 20.32 | 9.84 | - | + 55.53 | 20.32 | 9.34 | - | + 55.53 | 20.32 | 8.84 | - | + 55.53 | 23.10 | 16.64 | 4.58 | Evaluated earlier. + 55.53 | 23.10 | 16.14 | 4.43 | Evaluated earlier. + 55.53 | 23.10 | 15.64 | 4.36 | + 55.53 | 23.10 | 15.13 | 4.37 | + 55.53 | 23.10 | 14.63 | 4.36 | + 55.53 | 23.10 | 14.13 | 4.33 | + 55.53 | 23.10 | 13.63 | 4.31 | + 55.53 | 23.10 | 13.12 | 4.33 | + 55.53 | 23.10 | 12.62 | - | + 55.53 | 23.10 | 12.12 | - | + 55.53 | 23.10 | 11.61 | - | + 55.53 | 25.88 | 19.42 | 4.76 | Evaluated earlier. + 55.53 | 25.88 | 18.92 | 4.62 | Evaluated earlier. + 55.53 | 25.88 | 18.41 | 4.53 | + 55.53 | 25.88 | 17.91 | 4.52 | + 55.53 | 25.88 | 17.41 | 4.54 | + 55.53 | 25.88 | 16.91 | 4.55 | + 55.53 | 25.88 | 16.40 | 4.57 | + 55.53 | 25.88 | 15.90 | 4.63 | + 55.53 | 25.88 | 15.40 | - | + 55.53 | 25.88 | 14.89 | - | + 55.53 | 25.88 | 14.39 | - | + 55.53 | 28.65 | 22.20 | 5.01 | Evaluated earlier. + 55.53 | 28.65 | 21.69 | 4.85 | Evaluated earlier. + 55.53 | 28.65 | 21.19 | 4.74 | + 55.53 | 28.65 | 20.69 | 4.71 | + 55.53 | 28.65 | 20.19 | 4.72 | + 55.53 | 28.65 | 19.68 | 4.76 | + 55.53 | 28.65 | 19.18 | 4.82 | + 55.53 | 28.65 | 18.68 | 4.93 | + 55.53 | 28.65 | 18.18 | - | + 55.53 | 28.65 | 17.67 | - | + 55.53 | 28.65 | 17.17 | - | + 55.53 | 31.43 | 24.98 | 5.29 | Evaluated earlier. + 55.53 | 31.43 | 24.47 | 5.10 | Evaluated earlier. + 55.53 | 31.43 | 23.97 | 4.99 | + 55.53 | 31.43 | 23.47 | 4.95 | + 55.53 | 31.43 | 22.96 | 4.94 | + 55.53 | 31.43 | 22.46 | 4.97 | + 55.53 | 31.43 | 21.96 | 5.06 | + 55.53 | 31.43 | 21.46 | 5.21 | + 55.53 | 31.43 | 20.95 | - | + 55.53 | 31.43 | 20.45 | - | + 55.53 | 31.43 | 19.95 | - | + 55.53 | 34.21 | 27.75 | 5.60 | Evaluated earlier. + 55.53 | 34.21 | 27.25 | 5.37 | Evaluated earlier. + 55.53 | 34.21 | 26.75 | 5.25 | + 55.53 | 34.21 | 26.24 | 5.20 | + 55.53 | 34.21 | 25.74 | 5.18 | + 55.53 | 34.21 | 25.24 | 5.19 | + 55.53 | 34.21 | 24.74 | 5.30 | + 55.53 | 34.21 | 24.23 | 5.48 | + 55.53 | 34.21 | 23.73 | - | + 55.53 | 34.21 | 23.23 | - | + 55.53 | 34.21 | 22.73 | - | + 55.53 | 36.99 | 30.53 | 5.93 | Evaluated earlier. + 55.53 | 36.99 | 30.03 | 5.65 | Evaluated earlier. + 55.53 | 36.99 | 29.53 | 5.52 | + 55.53 | 36.99 | 29.02 | 5.46 | + 55.53 | 36.99 | 28.52 | 5.43 | + 55.53 | 36.99 | 28.02 | 5.43 | + 55.53 | 36.99 | 27.51 | 5.53 | + 55.53 | 36.99 | 27.01 | 5.75 | + 55.53 | 36.99 | 26.51 | - | + 55.53 | 36.99 | 26.01 | - | + 55.53 | 36.99 | 25.50 | - | + ---------|---------|---------|---------| + 58.31 | 11.99 | 5.53 | 2.96 | Evaluated earlier. + 58.31 | 11.99 | 5.03 | 2.87 | Evaluated earlier. + 58.31 | 11.99 | 4.53 | 2.80 | + 58.31 | 11.99 | 4.02 | 2.77 | + 58.31 | 11.99 | 3.52 | 2.82 | + 58.31 | 11.99 | 3.02 | 2.71 | + 58.31 | 11.99 | 2.51 | 2.47 | + 58.31 | 11.99 | 2.01 | - | + 58.31 | 11.99 | 1.51 | - | + 58.31 | 11.99 | 1.01 | - | + 58.31 | 11.99 | 0.50 | - | + 58.31 | 14.77 | 8.31 | 2.65 | Evaluated earlier. + 58.31 | 14.77 | 7.81 | 2.53 | Evaluated earlier. + 58.31 | 14.77 | 7.30 | 2.37 | + 58.31 | 14.77 | 6.80 | 2.19 | + 58.31 | 14.77 | 6.30 | 2.05 | + 58.31 | 14.77 | 5.79 | 1.94 | + 58.31 | 14.77 | 5.29 | 1.84 | + 58.31 | 14.77 | 4.79 | - | + 58.31 | 14.77 | 4.29 | - | + 58.31 | 14.77 | 3.78 | - | + 58.31 | 14.77 | 3.28 | - | + 58.31 | 17.54 | 11.09 | 2.65 | Evaluated earlier. + 58.31 | 17.54 | 10.58 | 2.55 | Evaluated earlier. + 58.31 | 17.54 | 10.08 | 2.46 | + 58.31 | 17.54 | 9.58 | 2.34 | + 58.31 | 17.54 | 9.08 | 2.21 | + 58.31 | 17.54 | 8.57 | 2.04 | + 58.31 | 17.54 | 8.07 | 1.87 | + 58.31 | 17.54 | 7.57 | - | + 58.31 | 17.54 | 7.06 | - | + 58.31 | 17.54 | 6.56 | - | + 58.31 | 17.54 | 6.06 | - | + 58.31 | 20.32 | 13.86 | 2.77 | Evaluated earlier. + 58.31 | 20.32 | 13.36 | 2.65 | Evaluated earlier. + 58.31 | 20.32 | 12.86 | 2.59 | + 58.31 | 20.32 | 12.36 | 2.49 | + 58.31 | 20.32 | 11.85 | 2.40 | + 58.31 | 20.32 | 11.35 | 2.28 | + 58.31 | 20.32 | 10.85 | 2.14 | + 58.31 | 20.32 | 10.34 | - | + 58.31 | 20.32 | 9.84 | - | + 58.31 | 20.32 | 9.34 | - | + 58.31 | 20.32 | 8.84 | - | + 58.31 | 23.10 | 16.64 | 2.91 | Evaluated earlier. + 58.31 | 23.10 | 16.14 | 2.79 | Evaluated earlier. + 58.31 | 23.10 | 15.64 | 2.73 | + 58.31 | 23.10 | 15.13 | 2.66 | + 58.31 | 23.10 | 14.63 | 2.57 | + 58.31 | 23.10 | 14.13 | 2.49 | + 58.31 | 23.10 | 13.63 | 2.39 | + 58.31 | 23.10 | 13.12 | - | + 58.31 | 23.10 | 12.62 | - | + 58.31 | 23.10 | 12.12 | - | + 58.31 | 23.10 | 11.61 | - | + 58.31 | 25.88 | 19.42 | 3.07 | Evaluated earlier. + 58.31 | 25.88 | 18.92 | 2.94 | Evaluated earlier. + 58.31 | 25.88 | 18.41 | 2.88 | + 58.31 | 25.88 | 17.91 | 2.82 | + 58.31 | 25.88 | 17.41 | 2.76 | + 58.31 | 25.88 | 16.91 | 2.68 | + 58.31 | 25.88 | 16.40 | 2.61 | + 58.31 | 25.88 | 15.90 | - | + 58.31 | 25.88 | 15.40 | - | + 58.31 | 25.88 | 14.89 | - | + 58.31 | 25.88 | 14.39 | - | + 58.31 | 28.65 | 22.20 | 3.23 | Evaluated earlier. + 58.31 | 28.65 | 21.69 | 3.09 | Evaluated earlier. + 58.31 | 28.65 | 21.19 | 3.04 | + 58.31 | 28.65 | 20.69 | 2.99 | + 58.31 | 28.65 | 20.19 | 2.93 | + 58.31 | 28.65 | 19.68 | 2.87 | + 58.31 | 28.65 | 19.18 | 2.82 | + 58.31 | 28.65 | 18.68 | 2.78 | + 58.31 | 28.65 | 18.18 | - | + 58.31 | 28.65 | 17.67 | - | + 58.31 | 28.65 | 17.17 | - | + 58.31 | 31.43 | 24.98 | 3.42 | Evaluated earlier. + 58.31 | 31.43 | 24.47 | 3.26 | Evaluated earlier. + 58.31 | 31.43 | 23.97 | 3.19 | + 58.31 | 31.43 | 23.47 | 3.15 | + 58.31 | 31.43 | 22.96 | 3.11 | + 58.31 | 31.43 | 22.46 | 3.06 | + 58.31 | 31.43 | 21.96 | 3.02 | + 58.31 | 31.43 | 21.46 | 3.00 | + 58.31 | 31.43 | 20.95 | - | + 58.31 | 31.43 | 20.45 | - | + 58.31 | 31.43 | 19.95 | - | + 58.31 | 34.21 | 27.75 | 3.63 | Evaluated earlier. + 58.31 | 34.21 | 27.25 | 3.44 | Evaluated earlier. + 58.31 | 34.21 | 26.75 | 3.35 | + 58.31 | 34.21 | 26.24 | 3.30 | + 58.31 | 34.21 | 25.74 | 3.28 | + 58.31 | 34.21 | 25.24 | 3.24 | + 58.31 | 34.21 | 24.74 | 3.22 | + 58.31 | 34.21 | 24.23 | 3.21 | + 58.31 | 34.21 | 23.73 | - | + 58.31 | 34.21 | 23.23 | - | + 58.31 | 34.21 | 22.73 | - | + 58.31 | 36.99 | 30.53 | 3.83 | Evaluated earlier. + 58.31 | 36.99 | 30.03 | 3.62 | Evaluated earlier. + 58.31 | 36.99 | 29.53 | 3.52 | + 58.31 | 36.99 | 29.02 | 3.46 | + 58.31 | 36.99 | 28.52 | 3.44 | + 58.31 | 36.99 | 28.02 | 3.42 | + 58.31 | 36.99 | 27.51 | 3.41 | + 58.31 | 36.99 | 27.01 | 3.41 | + 58.31 | 36.99 | 26.51 | - | + 58.31 | 36.99 | 26.01 | - | + 58.31 | 36.99 | 25.50 | - | + ---------|---------|---------|---------| + 61.09 | 11.99 | 5.53 | 2.21 | Evaluated earlier. + 61.09 | 11.99 | 5.03 | 2.12 | Evaluated earlier. + 61.09 | 11.99 | 4.53 | 2.09 | + 61.09 | 11.99 | 4.02 | 2.02 | + 61.09 | 11.99 | 3.52 | 1.89 | + 61.09 | 11.99 | 3.02 | - | + 61.09 | 11.99 | 2.51 | - | + 61.09 | 11.99 | 2.01 | - | + 61.09 | 11.99 | 1.51 | - | + 61.09 | 11.99 | 1.01 | - | + 61.09 | 11.99 | 0.50 | - | + 61.09 | 14.77 | 8.31 | 1.88 | Evaluated earlier. + 61.09 | 14.77 | 7.81 | 1.81 | Evaluated earlier. + 61.09 | 14.77 | 7.30 | 1.77 | + 61.09 | 14.77 | 6.80 | 1.77 | + 61.09 | 14.77 | 6.30 | 1.65 | + 61.09 | 14.77 | 5.79 | - | + 61.09 | 14.77 | 5.29 | - | + 61.09 | 14.77 | 4.79 | - | + 61.09 | 14.77 | 4.29 | - | + 61.09 | 14.77 | 3.78 | - | + 61.09 | 14.77 | 3.28 | - | + 61.09 | 17.54 | 11.09 | 1.92 | Evaluated earlier. + 61.09 | 17.54 | 10.58 | 1.79 | Evaluated earlier. + 61.09 | 17.54 | 10.08 | 1.71 | + 61.09 | 17.54 | 9.58 | 1.66 | + 61.09 | 17.54 | 9.08 | 1.58 | + 61.09 | 17.54 | 8.57 | 1.57 | + 61.09 | 17.54 | 8.07 | - | + 61.09 | 17.54 | 7.57 | - | + 61.09 | 17.54 | 7.06 | - | + 61.09 | 17.54 | 6.56 | - | + 61.09 | 17.54 | 6.06 | - | + 61.09 | 20.32 | 13.86 | 2.05 | Evaluated earlier. + 61.09 | 20.32 | 13.36 | 1.93 | Evaluated earlier. + 61.09 | 20.32 | 12.86 | 1.83 | + 61.09 | 20.32 | 12.36 | 1.72 | + 61.09 | 20.32 | 11.85 | 1.62 | + 61.09 | 20.32 | 11.35 | 1.57 | + 61.09 | 20.32 | 10.85 | - | + 61.09 | 20.32 | 10.34 | - | + 61.09 | 20.32 | 9.84 | - | + 61.09 | 20.32 | 9.34 | - | + 61.09 | 20.32 | 8.84 | - | + 61.09 | 23.10 | 16.64 | 2.19 | Evaluated earlier. + 61.09 | 23.10 | 16.14 | 2.07 | Evaluated earlier. + 61.09 | 23.10 | 15.64 | 1.98 | + 61.09 | 23.10 | 15.13 | 1.88 | + 61.09 | 23.10 | 14.63 | 1.76 | + 61.09 | 23.10 | 14.13 | 1.67 | + 61.09 | 23.10 | 13.63 | - | + 61.09 | 23.10 | 13.12 | - | + 61.09 | 23.10 | 12.62 | - | + 61.09 | 23.10 | 12.12 | - | + 61.09 | 23.10 | 11.61 | - | + 61.09 | 25.88 | 19.42 | 2.33 | Evaluated earlier. + 61.09 | 25.88 | 18.92 | 2.21 | Evaluated earlier. + 61.09 | 25.88 | 18.41 | 2.12 | + 61.09 | 25.88 | 17.91 | 2.03 | + 61.09 | 25.88 | 17.41 | 1.92 | + 61.09 | 25.88 | 16.91 | 1.83 | + 61.09 | 25.88 | 16.40 | - | + 61.09 | 25.88 | 15.90 | - | + 61.09 | 25.88 | 15.40 | - | + 61.09 | 25.88 | 14.89 | - | + 61.09 | 25.88 | 14.39 | - | + 61.09 | 28.65 | 22.20 | 2.47 | Evaluated earlier. + 61.09 | 28.65 | 21.69 | 2.35 | Evaluated earlier. + 61.09 | 28.65 | 21.19 | 2.26 | + 61.09 | 28.65 | 20.69 | 2.17 | + 61.09 | 28.65 | 20.19 | 2.07 | + 61.09 | 28.65 | 19.68 | 2.00 | + 61.09 | 28.65 | 19.18 | 1.91 | + 61.09 | 28.65 | 18.68 | - | + 61.09 | 28.65 | 18.18 | - | + 61.09 | 28.65 | 17.67 | - | + 61.09 | 28.65 | 17.17 | - | + 61.09 | 31.43 | 24.98 | 2.61 | Evaluated earlier. + 61.09 | 31.43 | 24.47 | 2.49 | Evaluated earlier. + 61.09 | 31.43 | 23.97 | 2.40 | + 61.09 | 31.43 | 23.47 | 2.31 | + 61.09 | 31.43 | 22.96 | 2.21 | + 61.09 | 31.43 | 22.46 | 2.15 | + 61.09 | 31.43 | 21.96 | 2.08 | + 61.09 | 31.43 | 21.46 | - | + 61.09 | 31.43 | 20.95 | - | + 61.09 | 31.43 | 20.45 | - | + 61.09 | 31.43 | 19.95 | - | + 61.09 | 34.21 | 27.75 | 2.74 | Evaluated earlier. + 61.09 | 34.21 | 27.25 | 2.63 | Evaluated earlier. + 61.09 | 34.21 | 26.75 | 2.54 | + 61.09 | 34.21 | 26.24 | 2.45 | + 61.09 | 34.21 | 25.74 | 2.35 | + 61.09 | 34.21 | 25.24 | 2.30 | + 61.09 | 34.21 | 24.74 | 2.25 | + 61.09 | 34.21 | 24.23 | - | + 61.09 | 34.21 | 23.73 | - | + 61.09 | 34.21 | 23.23 | - | + 61.09 | 34.21 | 22.73 | - | + 61.09 | 36.99 | 30.53 | 2.87 | Evaluated earlier. + 61.09 | 36.99 | 30.03 | 2.76 | Evaluated earlier. + 61.09 | 36.99 | 29.53 | 2.67 | + 61.09 | 36.99 | 29.02 | 2.58 | + 61.09 | 36.99 | 28.52 | 2.49 | + 61.09 | 36.99 | 28.02 | 2.44 | + 61.09 | 36.99 | 27.51 | 2.41 | + 61.09 | 36.99 | 27.01 | - | + 61.09 | 36.99 | 26.51 | - | + 61.09 | 36.99 | 26.01 | - | + 61.09 | 36.99 | 25.50 | - | + ---------|---------|---------|---------| + 63.86 | 11.99 | 5.53 | 2.27 | Evaluated earlier. + 63.86 | 11.99 | 5.03 | 2.16 | Evaluated earlier. + 63.86 | 11.99 | 4.53 | 2.05 | + 63.86 | 11.99 | 4.02 | - | + 63.86 | 11.99 | 3.52 | - | + 63.86 | 11.99 | 3.02 | - | + 63.86 | 11.99 | 2.51 | - | + 63.86 | 11.99 | 2.01 | - | + 63.86 | 11.99 | 1.51 | - | + 63.86 | 11.99 | 1.01 | - | + 63.86 | 11.99 | 0.50 | - | + 63.86 | 14.77 | 8.31 | 1.92 | Evaluated earlier. + 63.86 | 14.77 | 7.81 | 1.84 | Evaluated earlier. + 63.86 | 14.77 | 7.30 | 1.77 | + 63.86 | 14.77 | 6.80 | - | + 63.86 | 14.77 | 6.30 | - | + 63.86 | 14.77 | 5.79 | - | + 63.86 | 14.77 | 5.29 | - | + 63.86 | 14.77 | 4.79 | - | + 63.86 | 14.77 | 4.29 | - | + 63.86 | 14.77 | 3.78 | - | + 63.86 | 14.77 | 3.28 | - | + 63.86 | 17.54 | 11.09 | 1.79 | Evaluated earlier. + 63.86 | 17.54 | 10.58 | 1.77 | Evaluated earlier. + 63.86 | 17.54 | 10.08 | 1.68 | + 63.86 | 17.54 | 9.58 | 1.59 | + 63.86 | 17.54 | 9.08 | - | + 63.86 | 17.54 | 8.57 | - | + 63.86 | 17.54 | 8.07 | - | + 63.86 | 17.54 | 7.57 | - | + 63.86 | 17.54 | 7.06 | - | + 63.86 | 17.54 | 6.56 | - | + 63.86 | 17.54 | 6.06 | - | + 63.86 | 20.32 | 13.86 | 1.74 | Evaluated earlier. + 63.86 | 20.32 | 13.36 | 1.69 | Evaluated earlier. + 63.86 | 20.32 | 12.86 | 1.63 | + 63.86 | 20.32 | 12.36 | 1.60 | + 63.86 | 20.32 | 11.85 | - | + 63.86 | 20.32 | 11.35 | - | + 63.86 | 20.32 | 10.85 | - | + 63.86 | 20.32 | 10.34 | - | + 63.86 | 20.32 | 9.84 | - | + 63.86 | 20.32 | 9.34 | - | + 63.86 | 20.32 | 8.84 | - | + 63.86 | 23.10 | 16.64 | 1.81 | Evaluated earlier. + 63.86 | 23.10 | 16.14 | 1.72 | Evaluated earlier. + 63.86 | 23.10 | 15.64 | 1.65 | + 63.86 | 23.10 | 15.13 | 1.57 | + 63.86 | 23.10 | 14.63 | - | + 63.86 | 23.10 | 14.13 | - | + 63.86 | 23.10 | 13.63 | - | + 63.86 | 23.10 | 13.12 | - | + 63.86 | 23.10 | 12.62 | - | + 63.86 | 23.10 | 12.12 | - | + 63.86 | 23.10 | 11.61 | - | + 63.86 | 25.88 | 19.42 | 1.91 | Evaluated earlier. + 63.86 | 25.88 | 18.92 | 1.83 | Evaluated earlier. + 63.86 | 25.88 | 18.41 | 1.73 | + 63.86 | 25.88 | 17.91 | 1.63 | + 63.86 | 25.88 | 17.41 | 1.51 | + 63.86 | 25.88 | 16.91 | - | + 63.86 | 25.88 | 16.40 | - | + 63.86 | 25.88 | 15.90 | - | + 63.86 | 25.88 | 15.40 | - | + 63.86 | 25.88 | 14.89 | - | + 63.86 | 25.88 | 14.39 | - | + 63.86 | 28.65 | 22.20 | 2.01 | Evaluated earlier. + 63.86 | 28.65 | 21.69 | 1.94 | Evaluated earlier. + 63.86 | 28.65 | 21.19 | 1.85 | + 63.86 | 28.65 | 20.69 | 1.73 | + 63.86 | 28.65 | 20.19 | 1.59 | + 63.86 | 28.65 | 19.68 | - | + 63.86 | 28.65 | 19.18 | - | + 63.86 | 28.65 | 18.68 | - | + 63.86 | 28.65 | 18.18 | - | + 63.86 | 28.65 | 17.67 | - | + 63.86 | 28.65 | 17.17 | - | + 63.86 | 31.43 | 24.98 | 2.11 | Evaluated earlier. + 63.86 | 31.43 | 24.47 | 2.04 | Evaluated earlier. + 63.86 | 31.43 | 23.97 | 1.96 | + 63.86 | 31.43 | 23.47 | 1.86 | + 63.86 | 31.43 | 22.96 | 1.69 | + 63.86 | 31.43 | 22.46 | - | + 63.86 | 31.43 | 21.96 | - | + 63.86 | 31.43 | 21.46 | - | + 63.86 | 31.43 | 20.95 | - | + 63.86 | 31.43 | 20.45 | - | + 63.86 | 31.43 | 19.95 | - | + 63.86 | 34.21 | 27.75 | 2.22 | Evaluated earlier. + 63.86 | 34.21 | 27.25 | 2.15 | Evaluated earlier. + 63.86 | 34.21 | 26.75 | 2.07 | + 63.86 | 34.21 | 26.24 | 1.97 | + 63.86 | 34.21 | 25.74 | 1.82 | + 63.86 | 34.21 | 25.24 | 1.75 | + 63.86 | 34.21 | 24.74 | - | + 63.86 | 34.21 | 24.23 | - | + 63.86 | 34.21 | 23.73 | - | + 63.86 | 34.21 | 23.23 | - | + 63.86 | 34.21 | 22.73 | - | + 63.86 | 36.99 | 30.53 | 2.32 | Evaluated earlier. + 63.86 | 36.99 | 30.03 | 2.26 | Evaluated earlier. + 63.86 | 36.99 | 29.53 | 2.18 | + 63.86 | 36.99 | 29.02 | 2.08 | + 63.86 | 36.99 | 28.52 | 1.94 | + 63.86 | 36.99 | 28.02 | 1.86 | + 63.86 | 36.99 | 27.51 | - | + 63.86 | 36.99 | 27.01 | - | + 63.86 | 36.99 | 26.51 | - | + 63.86 | 36.99 | 26.01 | - | + 63.86 | 36.99 | 25.50 | - | + ---------|---------|---------|---------| + 66.64 | 11.99 | 5.53 | 3.81 | Evaluated earlier. + 66.64 | 11.99 | 5.03 | 4.56 | Evaluated earlier. + 66.64 | 11.99 | 4.53 | - | + 66.64 | 11.99 | 4.02 | - | + 66.64 | 11.99 | 3.52 | - | + 66.64 | 11.99 | 3.02 | - | + 66.64 | 11.99 | 2.51 | - | + 66.64 | 11.99 | 2.01 | - | + 66.64 | 11.99 | 1.51 | - | + 66.64 | 11.99 | 1.01 | - | + 66.64 | 11.99 | 0.50 | - | + 66.64 | 14.77 | 8.31 | 2.57 | Evaluated earlier. + 66.64 | 14.77 | 7.81 | 2.85 | Evaluated earlier. + 66.64 | 14.77 | 7.30 | - | + 66.64 | 14.77 | 6.80 | - | + 66.64 | 14.77 | 6.30 | - | + 66.64 | 14.77 | 5.79 | - | + 66.64 | 14.77 | 5.29 | - | + 66.64 | 14.77 | 4.79 | - | + 66.64 | 14.77 | 4.29 | - | + 66.64 | 14.77 | 3.78 | - | + 66.64 | 14.77 | 3.28 | - | + 66.64 | 17.54 | 11.09 | 2.10 | Evaluated earlier. + 66.64 | 17.54 | 10.58 | 2.22 | Evaluated earlier. + 66.64 | 17.54 | 10.08 | - | + 66.64 | 17.54 | 9.58 | - | + 66.64 | 17.54 | 9.08 | - | + 66.64 | 17.54 | 8.57 | - | + 66.64 | 17.54 | 8.07 | - | + 66.64 | 17.54 | 7.57 | - | + 66.64 | 17.54 | 7.06 | - | + 66.64 | 17.54 | 6.56 | - | + 66.64 | 17.54 | 6.06 | - | + 66.64 | 20.32 | 13.86 | 1.89 | Evaluated earlier. + 66.64 | 20.32 | 13.36 | 1.93 | Evaluated earlier. + 66.64 | 20.32 | 12.86 | - | + 66.64 | 20.32 | 12.36 | - | + 66.64 | 20.32 | 11.85 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=61.04 till 63.51 taken. + 66.64 | 20.32 | 11.35 | - | + 66.64 | 20.32 | 10.85 | - | + 66.64 | 20.32 | 10.34 | - | + 66.64 | 20.32 | 9.84 | - | + 66.64 | 20.32 | 9.34 | - | + 66.64 | 20.32 | 8.84 | - | + 66.64 | 23.10 | 16.64 | 1.78 | Evaluated earlier. + 66.64 | 23.10 | 16.14 | 1.82 | Evaluated earlier. + 66.64 | 23.10 | 15.64 | - | + 66.64 | 23.10 | 15.13 | - | + 66.64 | 23.10 | 14.63 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=58.70 till 63.93 taken. + 66.64 | 23.10 | 14.13 | - | + 66.64 | 23.10 | 13.63 | - | + 66.64 | 23.10 | 13.12 | - | + 66.64 | 23.10 | 12.62 | - | + 66.64 | 23.10 | 12.12 | - | + 66.64 | 23.10 | 11.61 | - | + 66.64 | 25.88 | 19.42 | 1.74 | Evaluated earlier. + 66.64 | 25.88 | 18.92 | 1.73 | Evaluated earlier. + 66.64 | 25.88 | 18.41 | 1.77 | + 66.64 | 25.88 | 17.91 | - | + 66.64 | 25.88 | 17.41 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=56.86 till 64.10 taken. + 66.64 | 25.88 | 16.91 | - | + 66.64 | 25.88 | 16.40 | - | + 66.64 | 25.88 | 15.90 | - | + 66.64 | 25.88 | 15.40 | - | + 66.64 | 25.88 | 14.89 | - | + 66.64 | 25.88 | 14.39 | - | + 66.64 | 28.65 | 22.20 | 1.76 | Evaluated earlier. + 66.64 | 28.65 | 21.69 | 1.73 | Evaluated earlier. + 66.64 | 28.65 | 21.19 | 1.71 | + 66.64 | 28.65 | 20.69 | - | + 66.64 | 28.65 | 20.19 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=55.75 till 64.19 taken. + 66.64 | 28.65 | 19.68 | - | + 66.64 | 28.65 | 19.18 | - | + 66.64 | 28.65 | 18.68 | - | + 66.64 | 28.65 | 18.18 | - | + 66.64 | 28.65 | 17.67 | - | + 66.64 | 28.65 | 17.17 | - | + 66.64 | 31.43 | 24.98 | 1.83 | Evaluated earlier. + 66.64 | 31.43 | 24.47 | 1.77 | Evaluated earlier. + 66.64 | 31.43 | 23.97 | 1.73 | + 66.64 | 31.43 | 23.47 | - | + 66.64 | 31.43 | 22.96 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=54.74 till 64.25 taken. + 66.64 | 31.43 | 22.46 | - | + 66.64 | 31.43 | 21.96 | - | + 66.64 | 31.43 | 21.46 | - | + 66.64 | 31.43 | 20.95 | - | + 66.64 | 31.43 | 20.45 | - | + 66.64 | 31.43 | 19.95 | - | + 66.64 | 34.21 | 27.75 | 1.91 | Evaluated earlier. + 66.64 | 34.21 | 27.25 | 1.85 | Evaluated earlier. + 66.64 | 34.21 | 26.75 | 1.78 | + 66.64 | 34.21 | 26.24 | 1.72 | + 66.64 | 34.21 | 25.74 | - | + 66.64 | 34.21 | 25.24 | - | + 66.64 | 34.21 | 24.74 | - | + 66.64 | 34.21 | 24.23 | - | + 66.64 | 34.21 | 23.73 | - | + 66.64 | 34.21 | 23.23 | - | + 66.64 | 34.21 | 22.73 | - | + 66.64 | 36.99 | 30.53 | 1.99 | Evaluated earlier. + 66.64 | 36.99 | 30.03 | 1.93 | Evaluated earlier. + 66.64 | 36.99 | 29.53 | 1.87 | + 66.64 | 36.99 | 29.02 | 1.77 | + 66.64 | 36.99 | 28.52 | - | + 66.64 | 36.99 | 28.02 | - | + 66.64 | 36.99 | 27.51 | - | + 66.64 | 36.99 | 27.01 | - | + 66.64 | 36.99 | 26.51 | - | + 66.64 | 36.99 | 26.01 | - | + 66.64 | 36.99 | 25.50 | - | + ---------|---------|---------|---------| + 69.42 | 11.99 | 5.53 | 3.73 | Evaluated earlier. + 69.42 | 11.99 | 5.03 | - | + 69.42 | 11.99 | 4.53 | - | + 69.42 | 11.99 | 4.02 | - | + 69.42 | 11.99 | 3.52 | - | + 69.42 | 11.99 | 3.02 | - | + 69.42 | 11.99 | 2.51 | - | + 69.42 | 11.99 | 2.01 | - | + 69.42 | 11.99 | 1.51 | - | + 69.42 | 11.99 | 1.01 | - | + 69.42 | 11.99 | 0.50 | - | + 69.42 | 14.77 | 8.31 | 3.51 | Evaluated earlier. + 69.42 | 14.77 | 7.81 | - | + 69.42 | 14.77 | 7.30 | - | + 69.42 | 14.77 | 6.80 | - | + 69.42 | 14.77 | 6.30 | - | + 69.42 | 14.77 | 5.79 | - | + 69.42 | 14.77 | 5.29 | - | + 69.42 | 14.77 | 4.79 | - | + 69.42 | 14.77 | 4.29 | - | + 69.42 | 14.77 | 3.78 | - | + 69.42 | 14.77 | 3.28 | - | + 69.42 | 17.54 | 11.09 | 3.04 | Evaluated earlier. + 69.42 | 17.54 | 10.58 | - | + 69.42 | 17.54 | 10.08 | - | + 69.42 | 17.54 | 9.58 | - | + 69.42 | 17.54 | 9.08 | - | + 69.42 | 17.54 | 8.57 | - | + 69.42 | 17.54 | 8.07 | - | + 69.42 | 17.54 | 7.57 | - | + 69.42 | 17.54 | 7.06 | - | + 69.42 | 17.54 | 6.56 | - | + 69.42 | 17.54 | 6.06 | - | + 69.42 | 20.32 | 13.86 | 2.56 | Evaluated earlier. + 69.42 | 20.32 | 13.36 | - | + 69.42 | 20.32 | 12.86 | - | + 69.42 | 20.32 | 12.36 | - | + 69.42 | 20.32 | 11.85 | - | + 69.42 | 20.32 | 11.35 | - | + 69.42 | 20.32 | 10.85 | - | + 69.42 | 20.32 | 10.34 | - | + 69.42 | 20.32 | 9.84 | - | + 69.42 | 20.32 | 9.34 | - | + 69.42 | 20.32 | 8.84 | - | + 69.42 | 23.10 | 16.64 | 2.20 | Evaluated earlier. + 69.42 | 23.10 | 16.14 | - | + 69.42 | 23.10 | 15.64 | - | + 69.42 | 23.10 | 15.13 | - | + 69.42 | 23.10 | 14.63 | - | + 69.42 | 23.10 | 14.13 | - | + 69.42 | 23.10 | 13.63 | - | + 69.42 | 23.10 | 13.12 | - | + 69.42 | 23.10 | 12.62 | - | + 69.42 | 23.10 | 12.12 | - | + 69.42 | 23.10 | 11.61 | - | + 69.42 | 25.88 | 19.42 | 1.97 | Evaluated earlier. + 69.42 | 25.88 | 18.92 | - | + 69.42 | 25.88 | 18.41 | - | + 69.42 | 25.88 | 17.91 | - | + 69.42 | 25.88 | 17.41 | - | + 69.42 | 25.88 | 16.91 | - | + 69.42 | 25.88 | 16.40 | - | + 69.42 | 25.88 | 15.90 | - | + 69.42 | 25.88 | 15.40 | - | + 69.42 | 25.88 | 14.89 | - | + 69.42 | 25.88 | 14.39 | - | + 69.42 | 28.65 | 22.20 | 1.88 | Evaluated earlier. + 69.42 | 28.65 | 21.69 | - | + 69.42 | 28.65 | 21.19 | - | + 69.42 | 28.65 | 20.69 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=59.55 till 64.05 taken. + 69.42 | 28.65 | 20.19 | - | + 69.42 | 28.65 | 19.68 | - | + 69.42 | 28.65 | 19.18 | - | + 69.42 | 28.65 | 18.68 | - | + 69.42 | 28.65 | 18.18 | - | + 69.42 | 28.65 | 17.67 | - | + 69.42 | 28.65 | 17.17 | - | + 69.42 | 31.43 | 24.98 | 1.78 | Evaluated earlier. + 69.42 | 31.43 | 24.47 | - | + 69.42 | 31.43 | 23.97 | - | + 69.42 | 31.43 | 23.47 | - | + 69.42 | 31.43 | 22.96 | - | + 69.42 | 31.43 | 22.46 | - | + 69.42 | 31.43 | 21.96 | - | + 69.42 | 31.43 | 21.46 | - | + 69.42 | 31.43 | 20.95 | - | + 69.42 | 31.43 | 20.45 | - | + 69.42 | 31.43 | 19.95 | - | + 69.42 | 34.21 | 27.75 | 1.77 | Evaluated earlier. + 69.42 | 34.21 | 27.25 | 1.79 | Evaluated earlier. + 69.42 | 34.21 | 26.75 | - | + 69.42 | 34.21 | 26.24 | - | + 69.42 | 34.21 | 25.74 | - | + 69.42 | 34.21 | 25.24 | - | + 69.42 | 34.21 | 24.74 | - | + 69.42 | 34.21 | 24.23 | - | + 69.42 | 34.21 | 23.73 | - | + 69.42 | 34.21 | 23.23 | - | + 69.42 | 34.21 | 22.73 | - | + 69.42 | 36.99 | 30.53 | 1.79 | Evaluated earlier. + 69.42 | 36.99 | 30.03 | 1.79 | Evaluated earlier. + 69.42 | 36.99 | 29.53 | - | + 69.42 | 36.99 | 29.02 | - | + 69.42 | 36.99 | 28.52 | - | + 69.42 | 36.99 | 28.02 | - | + 69.42 | 36.99 | 27.51 | - | + 69.42 | 36.99 | 27.01 | - | + 69.42 | 36.99 | 26.51 | - | + 69.42 | 36.99 | 26.01 | - | + 69.42 | 36.99 | 25.50 | - | + ---------|---------|---------|---------| + 72.20 | 11.99 | 5.53 | - | + ---------|---------|---------|---------| + 72.20 | 11.99 | 5.03 | - | + ---------|---------|---------|---------| + 72.20 | 11.99 | 4.53 | - | + ---------|---------|---------|---------| + 72.20 | 11.99 | 4.02 | - | + ---------|---------|---------|---------| + 72.20 | 11.99 | 3.52 | - | + ---------|---------|---------|---------| + 72.20 | 11.99 | 3.02 | - | + ---------|---------|---------|---------| + 72.20 | 11.99 | 2.51 | - | + ---------|---------|---------|---------| + 72.20 | 11.99 | 2.01 | - | + ---------|---------|---------|---------| + 72.20 | 11.99 | 1.51 | - | + ---------|---------|---------|---------| + 72.20 | 11.99 | 1.01 | - | + ---------|---------|---------|---------| + 72.20 | 11.99 | 0.50 | - | + ---------|---------|---------|---------| + 72.20 | 14.77 | 8.31 | - | + ---------|---------|---------|---------| + 72.20 | 14.77 | 7.81 | - | + ---------|---------|---------|---------| + 72.20 | 14.77 | 7.30 | - | + ---------|---------|---------|---------| + 72.20 | 14.77 | 6.80 | - | + ---------|---------|---------|---------| + 72.20 | 14.77 | 6.30 | - | + ---------|---------|---------|---------| + 72.20 | 14.77 | 5.79 | - | + ---------|---------|---------|---------| + 72.20 | 14.77 | 5.29 | - | + ---------|---------|---------|---------| + 72.20 | 14.77 | 4.79 | - | + ---------|---------|---------|---------| + 72.20 | 14.77 | 4.29 | - | + ---------|---------|---------|---------| + 72.20 | 14.77 | 3.78 | - | + ---------|---------|---------|---------| + 72.20 | 14.77 | 3.28 | - | + ---------|---------|---------|---------| + 72.20 | 17.54 | 11.09 | - | + ---------|---------|---------|---------| + 72.20 | 17.54 | 10.58 | - | + ---------|---------|---------|---------| + 72.20 | 17.54 | 10.08 | - | + ---------|---------|---------|---------| + 72.20 | 17.54 | 9.58 | - | + ---------|---------|---------|---------| + 72.20 | 17.54 | 9.08 | - | + ---------|---------|---------|---------| + 72.20 | 17.54 | 8.57 | - | + ---------|---------|---------|---------| + 72.20 | 17.54 | 8.07 | - | + ---------|---------|---------|---------| + 72.20 | 17.54 | 7.57 | - | + ---------|---------|---------|---------| + 72.20 | 17.54 | 7.06 | - | + ---------|---------|---------|---------| + 72.20 | 17.54 | 6.56 | - | + ---------|---------|---------|---------| + 72.20 | 17.54 | 6.06 | - | + ---------|---------|---------|---------| + 72.20 | 20.32 | 13.86 | 2.81 | Evaluated earlier. + 72.20 | 20.32 | 13.36 | - | + 72.20 | 20.32 | 12.86 | - | + 72.20 | 20.32 | 12.36 | - | + 72.20 | 20.32 | 11.85 | - | + 72.20 | 20.32 | 11.35 | - | + 72.20 | 20.32 | 10.85 | - | + 72.20 | 20.32 | 10.34 | - | + 72.20 | 20.32 | 9.84 | - | + 72.20 | 20.32 | 9.34 | - | + 72.20 | 20.32 | 8.84 | - | + 72.20 | 23.10 | 16.64 | 2.87 | Evaluated earlier. + 72.20 | 23.10 | 16.14 | - | + 72.20 | 23.10 | 15.64 | - | + 72.20 | 23.10 | 15.13 | - | + 72.20 | 23.10 | 14.63 | - | + 72.20 | 23.10 | 14.13 | - | + 72.20 | 23.10 | 13.63 | - | + 72.20 | 23.10 | 13.12 | - | + 72.20 | 23.10 | 12.62 | - | + 72.20 | 23.10 | 12.12 | - | + 72.20 | 23.10 | 11.61 | - | + 72.20 | 25.88 | 19.42 | 2.79 | Evaluated earlier. + 72.20 | 25.88 | 18.92 | - | + 72.20 | 25.88 | 18.41 | - | + 72.20 | 25.88 | 17.91 | - | + 72.20 | 25.88 | 17.41 | - | + 72.20 | 25.88 | 16.91 | - | + 72.20 | 25.88 | 16.40 | - | + 72.20 | 25.88 | 15.90 | - | + 72.20 | 25.88 | 15.40 | - | + 72.20 | 25.88 | 14.89 | - | + 72.20 | 25.88 | 14.39 | - | + 72.20 | 28.65 | 22.20 | 2.55 | Evaluated earlier. + 72.20 | 28.65 | 21.69 | - | + 72.20 | 28.65 | 21.19 | - | + 72.20 | 28.65 | 20.69 | - | + 72.20 | 28.65 | 20.19 | - | + 72.20 | 28.65 | 19.68 | - | + 72.20 | 28.65 | 19.18 | - | + 72.20 | 28.65 | 18.68 | - | + 72.20 | 28.65 | 18.18 | - | + 72.20 | 28.65 | 17.67 | - | + 72.20 | 28.65 | 17.17 | - | + 72.20 | 31.43 | 24.98 | 2.26 | Evaluated earlier. + 72.20 | 31.43 | 24.47 | - | + 72.20 | 31.43 | 23.97 | - | + 72.20 | 31.43 | 23.47 | - | + 72.20 | 31.43 | 22.96 | - | + 72.20 | 31.43 | 22.46 | - | + 72.20 | 31.43 | 21.96 | - | + 72.20 | 31.43 | 21.46 | - | + 72.20 | 31.43 | 20.95 | - | + 72.20 | 31.43 | 20.45 | - | + 72.20 | 31.43 | 19.95 | - | + 72.20 | 34.21 | 27.75 | 2.06 | Evaluated earlier. + 72.20 | 34.21 | 27.25 | - | + 72.20 | 34.21 | 26.75 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=64.57 till 74.32 taken. + 72.20 | 34.21 | 26.24 | - | + 72.20 | 34.21 | 25.74 | - | + 72.20 | 34.21 | 25.24 | - | + 72.20 | 34.21 | 24.74 | - | + 72.20 | 34.21 | 24.23 | - | + 72.20 | 34.21 | 23.73 | - | + 72.20 | 34.21 | 23.23 | - | + 72.20 | 34.21 | 22.73 | - | + 72.20 | 36.99 | 30.53 | 1.97 | Evaluated earlier. + 72.20 | 36.99 | 30.03 | - | + 72.20 | 36.99 | 29.53 | - | + 72.20 | 36.99 | 29.02 | - | + 72.20 | 36.99 | 28.52 | - | + 72.20 | 36.99 | 28.02 | - | + 72.20 | 36.99 | 27.51 | - | + 72.20 | 36.99 | 27.01 | - | + 72.20 | 36.99 | 26.51 | - | + 72.20 | 36.99 | 26.01 | - | + 72.20 | 36.99 | 25.50 | - | + ---------|---------|---------|---------| + 74.97 | 11.99 | 5.53 | - | + ---------|---------|---------|---------| + 74.97 | 11.99 | 5.03 | - | + ---------|---------|---------|---------| + 74.97 | 11.99 | 4.53 | - | + ---------|---------|---------|---------| + 74.97 | 11.99 | 4.02 | - | + ---------|---------|---------|---------| + 74.97 | 11.99 | 3.52 | - | + ---------|---------|---------|---------| + 74.97 | 11.99 | 3.02 | - | + ---------|---------|---------|---------| + 74.97 | 11.99 | 2.51 | - | + ---------|---------|---------|---------| + 74.97 | 11.99 | 2.01 | - | + ---------|---------|---------|---------| + 74.97 | 11.99 | 1.51 | - | + ---------|---------|---------|---------| + 74.97 | 11.99 | 1.01 | - | + ---------|---------|---------|---------| + 74.97 | 11.99 | 0.50 | - | + ---------|---------|---------|---------| + 74.97 | 14.77 | 8.31 | - | + ---------|---------|---------|---------| + 74.97 | 14.77 | 7.81 | - | + ---------|---------|---------|---------| + 74.97 | 14.77 | 7.30 | - | + ---------|---------|---------|---------| + 74.97 | 14.77 | 6.80 | - | + ---------|---------|---------|---------| + 74.97 | 14.77 | 6.30 | - | + ---------|---------|---------|---------| + 74.97 | 14.77 | 5.79 | - | + ---------|---------|---------|---------| + 74.97 | 14.77 | 5.29 | - | + ---------|---------|---------|---------| + 74.97 | 14.77 | 4.79 | - | + ---------|---------|---------|---------| + 74.97 | 14.77 | 4.29 | - | + ---------|---------|---------|---------| + 74.97 | 14.77 | 3.78 | - | + ---------|---------|---------|---------| + 74.97 | 14.77 | 3.28 | - | + ---------|---------|---------|---------| + 74.97 | 17.54 | 11.09 | - | + ---------|---------|---------|---------| + 74.97 | 17.54 | 10.58 | - | + ---------|---------|---------|---------| + 74.97 | 17.54 | 10.08 | - | + ---------|---------|---------|---------| + 74.97 | 17.54 | 9.58 | - | + ---------|---------|---------|---------| + 74.97 | 17.54 | 9.08 | - | + ---------|---------|---------|---------| + 74.97 | 17.54 | 8.57 | - | + ---------|---------|---------|---------| + 74.97 | 17.54 | 8.07 | - | + ---------|---------|---------|---------| + 74.97 | 17.54 | 7.57 | - | + ---------|---------|---------|---------| + 74.97 | 17.54 | 7.06 | - | + ---------|---------|---------|---------| + 74.97 | 17.54 | 6.56 | - | + ---------|---------|---------|---------| + 74.97 | 17.54 | 6.06 | - | + ---------|---------|---------|---------| + 74.97 | 20.32 | 13.86 | - | + ---------|---------|---------|---------| + 74.97 | 20.32 | 13.36 | - | + ---------|---------|---------|---------| + 74.97 | 20.32 | 12.86 | - | + ---------|---------|---------|---------| + 74.97 | 20.32 | 12.36 | - | + ---------|---------|---------|---------| + 74.97 | 20.32 | 11.85 | - | + ---------|---------|---------|---------| + 74.97 | 20.32 | 11.35 | - | + ---------|---------|---------|---------| + 74.97 | 20.32 | 10.85 | - | + ---------|---------|---------|---------| + 74.97 | 20.32 | 10.34 | - | + ---------|---------|---------|---------| + 74.97 | 20.32 | 9.84 | - | + ---------|---------|---------|---------| + 74.97 | 20.32 | 9.34 | - | + ---------|---------|---------|---------| + 74.97 | 20.32 | 8.84 | - | + ---------|---------|---------|---------| + 74.97 | 23.10 | 16.64 | - | + ---------|---------|---------|---------| + 74.97 | 23.10 | 16.14 | - | + ---------|---------|---------|---------| + 74.97 | 23.10 | 15.64 | - | + ---------|---------|---------|---------| + 74.97 | 23.10 | 15.13 | - | + ---------|---------|---------|---------| + 74.97 | 23.10 | 14.63 | - | + ---------|---------|---------|---------| + 74.97 | 23.10 | 14.13 | - | + ---------|---------|---------|---------| + 74.97 | 23.10 | 13.63 | - | + ---------|---------|---------|---------| + 74.97 | 23.10 | 13.12 | - | + ---------|---------|---------|---------| + 74.97 | 23.10 | 12.62 | - | + ---------|---------|---------|---------| + 74.97 | 23.10 | 12.12 | - | + ---------|---------|---------|---------| + 74.97 | 23.10 | 11.61 | - | + ---------|---------|---------|---------| + 74.97 | 25.88 | 19.42 | - | + ---------|---------|---------|---------| + 74.97 | 25.88 | 18.92 | - | + ---------|---------|---------|---------| + 74.97 | 25.88 | 18.41 | - | + ---------|---------|---------|---------| + 74.97 | 25.88 | 17.91 | - | + ---------|---------|---------|---------| + 74.97 | 25.88 | 17.41 | - | + ---------|---------|---------|---------| + 74.97 | 25.88 | 16.91 | - | + ---------|---------|---------|---------| + 74.97 | 25.88 | 16.40 | - | + ---------|---------|---------|---------| + 74.97 | 25.88 | 15.90 | - | + ---------|---------|---------|---------| + 74.97 | 25.88 | 15.40 | - | + ---------|---------|---------|---------| + 74.97 | 25.88 | 14.89 | - | + ---------|---------|---------|---------| + 74.97 | 25.88 | 14.39 | - | + ---------|---------|---------|---------| + 74.97 | 28.65 | 22.20 | - | + ---------|---------|---------|---------| + 74.97 | 28.65 | 21.69 | - | + ---------|---------|---------|---------| + 74.97 | 28.65 | 21.19 | - | + ---------|---------|---------|---------| + 74.97 | 28.65 | 20.69 | - | + ---------|---------|---------|---------| + 74.97 | 28.65 | 20.19 | - | + ---------|---------|---------|---------| + 74.97 | 28.65 | 19.68 | - | + ---------|---------|---------|---------| + 74.97 | 28.65 | 19.18 | - | + ---------|---------|---------|---------| + 74.97 | 28.65 | 18.68 | - | + ---------|---------|---------|---------| + 74.97 | 28.65 | 18.18 | - | + ---------|---------|---------|---------| + 74.97 | 28.65 | 17.67 | - | + ---------|---------|---------|---------| + 74.97 | 28.65 | 17.17 | - | + ---------|---------|---------|---------| + 74.97 | 31.43 | 24.98 | - | + ---------|---------|---------|---------| + 74.97 | 31.43 | 24.47 | - | + ---------|---------|---------|---------| + 74.97 | 31.43 | 23.97 | - | + ---------|---------|---------|---------| + 74.97 | 31.43 | 23.47 | - | + ---------|---------|---------|---------| + 74.97 | 31.43 | 22.96 | - | + ---------|---------|---------|---------| + 74.97 | 31.43 | 22.46 | - | + ---------|---------|---------|---------| + 74.97 | 31.43 | 21.96 | - | + ---------|---------|---------|---------| + 74.97 | 31.43 | 21.46 | - | + ---------|---------|---------|---------| + 74.97 | 31.43 | 20.95 | - | + ---------|---------|---------|---------| + 74.97 | 31.43 | 20.45 | - | + ---------|---------|---------|---------| + 74.97 | 31.43 | 19.95 | - | + ---------|---------|---------|---------| + 74.97 | 34.21 | 27.75 | - | + ---------|---------|---------|---------| + 74.97 | 34.21 | 27.25 | - | + ---------|---------|---------|---------| + 74.97 | 34.21 | 26.75 | - | + ---------|---------|---------|---------| + 74.97 | 34.21 | 26.24 | - | + ---------|---------|---------|---------| + 74.97 | 34.21 | 25.74 | - | + ---------|---------|---------|---------| + 74.97 | 34.21 | 25.24 | - | + ---------|---------|---------|---------| + 74.97 | 34.21 | 24.74 | - | + ---------|---------|---------|---------| + 74.97 | 34.21 | 24.23 | - | + ---------|---------|---------|---------| + 74.97 | 34.21 | 23.73 | - | + ---------|---------|---------|---------| + 74.97 | 34.21 | 23.23 | - | + ---------|---------|---------|---------| + 74.97 | 34.21 | 22.73 | - | + ---------|---------|---------|---------| + 74.97 | 36.99 | 30.53 | - | + ---------|---------|---------|---------| + 74.97 | 36.99 | 30.03 | - | + ---------|---------|---------|---------| + 74.97 | 36.99 | 29.53 | - | + ---------|---------|---------|---------| + 74.97 | 36.99 | 29.02 | - | + ---------|---------|---------|---------| + 74.97 | 36.99 | 28.52 | - | + ---------|---------|---------|---------| + 74.97 | 36.99 | 28.02 | - | + ---------|---------|---------|---------| + 74.97 | 36.99 | 27.51 | - | + ---------|---------|---------|---------| + 74.97 | 36.99 | 27.01 | - | + ---------|---------|---------|---------| + 74.97 | 36.99 | 26.51 | - | + ---------|---------|---------|---------| + 74.97 | 36.99 | 26.01 | - | + ---------|---------|---------|---------| + 74.97 | 36.99 | 25.50 | - | + ---------|---------|---------|---------| + 48.59 | 21.71 | 17.77 | - | + ---------|---------|---------|---------| + 48.59 | 21.71 | 17.26 | - | + ---------|---------|---------|---------| + 48.59 | 21.71 | 16.76 | - | + ---------|---------|---------|---------| + 48.59 | 21.71 | 16.26 | - | + ---------|---------|---------|---------| + 48.59 | 21.71 | 15.76 | - | + ---------|---------|---------|---------| + 48.59 | 21.71 | 15.25 | - | + ---------|---------|---------|---------| + 48.59 | 21.71 | 14.75 | - | + ---------|---------|---------|---------| + 48.59 | 21.71 | 14.25 | - | + ---------|---------|---------|---------| + 48.59 | 21.71 | 13.74 | - | + ---------|---------|---------|---------| + 48.59 | 21.71 | 13.24 | - | + ---------|---------|---------|---------| + 48.59 | 21.71 | 12.74 | - | + ---------|---------|---------|---------| + 48.59 | 24.49 | 20.54 | - | + ---------|---------|---------|---------| + 48.59 | 24.49 | 20.04 | - | + ---------|---------|---------|---------| + 48.59 | 24.49 | 19.54 | - | + ---------|---------|---------|---------| + 48.59 | 24.49 | 19.04 | - | + ---------|---------|---------|---------| + 48.59 | 24.49 | 18.53 | - | + ---------|---------|---------|---------| + 48.59 | 24.49 | 18.03 | - | + ---------|---------|---------|---------| + 48.59 | 24.49 | 17.53 | - | + ---------|---------|---------|---------| + 48.59 | 24.49 | 17.03 | - | + ---------|---------|---------|---------| + 48.59 | 24.49 | 16.52 | - | + ---------|---------|---------|---------| + 48.59 | 24.49 | 16.02 | - | + ---------|---------|---------|---------| + 48.59 | 24.49 | 15.52 | - | + ---------|---------|---------|---------| + 48.59 | 27.27 | 23.32 | - | + ---------|---------|---------|---------| + 48.59 | 27.27 | 22.82 | - | + ---------|---------|---------|---------| + 48.59 | 27.27 | 22.32 | - | + ---------|---------|---------|---------| + 48.59 | 27.27 | 21.81 | - | + ---------|---------|---------|---------| + 48.59 | 27.27 | 21.31 | - | + ---------|---------|---------|---------| + 48.59 | 27.27 | 20.81 | - | + ---------|---------|---------|---------| + 48.59 | 27.27 | 20.31 | - | + ---------|---------|---------|---------| + 48.59 | 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---------|---------|---------|---------| + 68.03 | 43.93 | 36.47 | 11.95 | + ---------|---------|---------|---------| + 68.03 | 43.93 | 35.97 | 11.85 | + ---------|---------|---------|---------| + 68.03 | 43.93 | 35.46 | - | + ---------|---------|---------|---------| + 68.03 | 43.93 | 34.96 | - | + ---------|---------|---------|---------| + 68.03 | 46.71 | 42.77 | 3.38 | + ---------|---------|---------|---------| + 68.03 | 46.71 | 42.26 | 3.15 | + ---------|---------|---------|---------| + 68.03 | 46.71 | 41.76 | 12.35 | + ---------|---------|---------|---------| + 68.03 | 46.71 | 41.26 | 12.24 | + ---------|---------|---------|---------| + 68.03 | 46.71 | 40.76 | 12.15 | + ---------|---------|---------|---------| + 68.03 | 46.71 | 40.25 | 12.12 | + ---------|---------|---------|---------| + 68.03 | 46.71 | 39.75 | 12.07 | + ---------|---------|---------|---------| + 68.03 | 46.71 | 39.25 | 12.02 | + ---------|---------|---------|---------| + 68.03 | 46.71 | 38.74 | 11.93 | + ---------|---------|---------|---------| + 68.03 | 46.71 | 38.24 | - | + ---------|---------|---------|---------| + 68.03 | 46.71 | 37.74 | - | + ---------|---------|---------|---------| + 70.81 | 21.71 | 17.77 | 13.14 | + ---------|---------|---------|---------| + 70.81 | 21.71 | 17.26 | 12.96 | + ---------|---------|---------|---------| + 70.81 | 21.71 | 16.76 | 12.26 | + ---------|---------|---------|---------| + 70.81 | 21.71 | 16.26 | 12.25 | + ---------|---------|---------|---------| + 70.81 | 21.71 | 15.76 | 12.41 | + ---------|---------|---------|---------| + 70.81 | 21.71 | 15.25 | 12.83 | + ---------|---------|---------|---------| + 70.81 | 21.71 | 14.75 | - | + ---------|---------|---------|---------| + 70.81 | 21.71 | 14.25 | - | + ---------|---------|---------|---------| + 70.81 | 21.71 | 13.74 | - | + ---------|---------|---------|---------| + 70.81 | 21.71 | 13.24 | - | + ---------|---------|---------|---------| + 70.81 | 21.71 | 12.74 | - | + ---------|---------|---------|---------| + 70.81 | 24.49 | 20.54 | 12.92 | + ---------|---------|---------|---------| + 70.81 | 24.49 | 20.04 | 12.74 | + ---------|---------|---------|---------| + 70.81 | 24.49 | 19.54 | 12.08 | + ---------|---------|---------|---------| + 70.81 | 24.49 | 19.04 | 12.04 | + ---------|---------|---------|---------| + 70.81 | 24.49 | 18.53 | 12.15 | + ---------|---------|---------|---------| + 70.81 | 24.49 | 18.03 | 12.50 | + ---------|---------|---------|---------| + 70.81 | 24.49 | 17.53 | - | + ---------|---------|---------|---------| + 70.81 | 24.49 | 17.03 | - | + ---------|---------|---------|---------| + 70.81 | 24.49 | 16.52 | - | + ---------|---------|---------|---------| + 70.81 | 24.49 | 16.02 | - | + ---------|---------|---------|---------| + 70.81 | 24.49 | 15.52 | - | + ---------|---------|---------|---------| + 70.81 | 27.27 | 23.32 | 12.75 | + ---------|---------|---------|---------| + 70.81 | 27.27 | 22.82 | 12.56 | + ---------|---------|---------|---------| + 70.81 | 27.27 | 22.32 | 11.99 | + ---------|---------|---------|---------| + 70.81 | 27.27 | 21.81 | 11.93 | + ---------|---------|---------|---------| + 70.81 | 27.27 | 21.31 | 11.96 | + ---------|---------|---------|---------| + 70.81 | 27.27 | 20.81 | 12.19 | + ---------|---------|---------|---------| + 70.81 | 27.27 | 20.31 | - | + ---------|---------|---------|---------| + 70.81 | 27.27 | 19.80 | - | + ---------|---------|---------|---------| + 70.81 | 27.27 | 19.30 | - | + ---------|---------|---------|---------| + 70.81 | 27.27 | 18.80 | - | + ---------|---------|---------|---------| + 70.81 | 27.27 | 18.29 | - | + ---------|---------|---------|---------| + 70.81 | 30.04 | 26.10 | 12.72 | + ---------|---------|---------|---------| + 70.81 | 30.04 | 25.60 | 12.48 | + ---------|---------|---------|---------| + 70.81 | 30.04 | 25.09 | 11.92 | + ---------|---------|---------|---------| + 70.81 | 30.04 | 24.59 | 11.84 | + ---------|---------|---------|---------| + 70.81 | 30.04 | 24.09 | 11.88 | + ---------|---------|---------|---------| + 70.81 | 30.04 | 23.59 | 11.99 | + ---------|---------|---------|---------| + 70.81 | 30.04 | 23.08 | - | + ---------|---------|---------|---------| + 70.81 | 30.04 | 22.58 | - | + ---------|---------|---------|---------| + 70.81 | 30.04 | 22.08 | - | + ---------|---------|---------|---------| + 70.81 | 30.04 | 21.58 | - | + ---------|---------|---------|---------| + 70.81 | 30.04 | 21.07 | - | + ---------|---------|---------|---------| + 70.81 | 32.82 | 28.88 | 12.79 | + ---------|---------|---------|---------| + 70.81 | 32.82 | 28.38 | 12.48 | + ---------|---------|---------|---------| + 70.81 | 32.82 | 27.87 | 11.90 | + ---------|---------|---------|---------| + 70.81 | 32.82 | 27.37 | 11.81 | + ---------|---------|---------|---------| + 70.81 | 32.82 | 26.87 | 11.79 | + ---------|---------|---------|---------| + 70.81 | 32.82 | 26.36 | 11.90 | + ---------|---------|---------|---------| + 70.81 | 32.82 | 25.86 | - | + ---------|---------|---------|---------| + 70.81 | 32.82 | 25.36 | - | + ---------|---------|---------|---------| + 70.81 | 32.82 | 24.86 | - | + ---------|---------|---------|---------| + 70.81 | 32.82 | 24.35 | - | + ---------|---------|---------|---------| + 70.81 | 32.82 | 23.85 | - | + ---------|---------|---------|---------| + 70.81 | 35.60 | 31.66 | 12.87 | + ---------|---------|---------|---------| + 70.81 | 35.60 | 31.15 | 12.53 | + ---------|---------|---------|---------| + 70.81 | 35.60 | 30.65 | 11.95 | + ---------|---------|---------|---------| + 70.81 | 35.60 | 30.15 | 11.81 | + ---------|---------|---------|---------| + 70.81 | 35.60 | 29.64 | 11.78 | + ---------|---------|---------|---------| + 70.81 | 35.60 | 29.14 | 11.81 | + ---------|---------|---------|---------| + 70.81 | 35.60 | 28.64 | - | + ---------|---------|---------|---------| + 70.81 | 35.60 | 28.14 | - | + ---------|---------|---------|---------| + 70.81 | 35.60 | 27.63 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=58.19 till 63.01 taken. + ---------|---------|---------|---------| + 70.81 | 35.60 | 27.13 | - | + ---------|---------|---------|---------| + 70.81 | 35.60 | 26.63 | - | + ---------|---------|---------|---------| + 70.81 | 38.38 | 34.43 | 12.93 | + ---------|---------|---------|---------| + 70.81 | 38.38 | 33.93 | 12.58 | + ---------|---------|---------|---------| + 70.81 | 38.38 | 33.43 | 12.00 | + ---------|---------|---------|---------| + 70.81 | 38.38 | 32.93 | 11.86 | + ---------|---------|---------|---------| + 70.81 | 38.38 | 32.42 | 11.79 | + ---------|---------|---------|---------| + 70.81 | 38.38 | 31.92 | 11.79 | + ---------|---------|---------|---------| + 70.81 | 38.38 | 31.42 | - | + ---------|---------|---------|---------| + 70.81 | 38.38 | 30.91 | - | + ---------|---------|---------|---------| + 70.81 | 38.38 | 30.41 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=56.51 till 63.74 taken. + ---------|---------|---------|---------| + 70.81 | 38.38 | 29.91 | - | + ---------|---------|---------|---------| + 70.81 | 38.38 | 29.41 | - | + ---------|---------|---------|---------| + 70.81 | 41.15 | 37.21 | 13.01 | + ---------|---------|---------|---------| + 70.81 | 41.15 | 36.71 | 12.65 | + ---------|---------|---------|---------| + 70.81 | 41.15 | 36.21 | 12.06 | + ---------|---------|---------|---------| + 70.81 | 41.15 | 35.70 | 11.92 | + ---------|---------|---------|---------| + 70.81 | 41.15 | 35.20 | 11.84 | + ---------|---------|---------|---------| + 70.81 | 41.15 | 34.70 | 11.81 | + ---------|---------|---------|---------| + 70.81 | 41.15 | 34.19 | 11.82 | + ---------|---------|---------|---------| + 70.81 | 41.15 | 33.69 | - | + ---------|---------|---------|---------| + 70.81 | 41.15 | 33.19 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=55.52 till 64.12 taken. + ---------|---------|---------|---------| + 70.81 | 41.15 | 32.69 | - | + ---------|---------|---------|---------| + 70.81 | 41.15 | 32.18 | - | + ---------|---------|---------|---------| + 70.81 | 43.93 | 39.99 | 13.09 | + ---------|---------|---------|---------| + 70.81 | 43.93 | 39.49 | 12.72 | + ---------|---------|---------|---------| + 70.81 | 43.93 | 38.98 | 12.12 | + ---------|---------|---------|---------| + 70.81 | 43.93 | 38.48 | 11.97 | + ---------|---------|---------|---------| + 70.81 | 43.93 | 37.98 | 11.90 | + ---------|---------|---------|---------| + 70.81 | 43.93 | 37.48 | 11.85 | + ---------|---------|---------|---------| + 70.81 | 43.93 | 36.97 | 11.83 | + ---------|---------|---------|---------| + 70.81 | 43.93 | 36.47 | - | + ---------|---------|---------|---------| + 70.81 | 43.93 | 35.97 | - | + ---------|---------|---------|---------| + 70.81 | 43.93 | 35.46 | - | + ---------|---------|---------|---------| + 70.81 | 43.93 | 34.96 | - | + ---------|---------|---------|---------| + 70.81 | 46.71 | 42.77 | 13.17 | + ---------|---------|---------|---------| + 70.81 | 46.71 | 42.26 | 12.80 | + ---------|---------|---------|---------| + 70.81 | 46.71 | 41.76 | 12.19 | + ---------|---------|---------|---------| + 70.81 | 46.71 | 41.26 | 12.03 | + ---------|---------|---------|---------| + 70.81 | 46.71 | 40.76 | 11.95 | + ---------|---------|---------|---------| + 70.81 | 46.71 | 40.25 | 11.91 | + ---------|---------|---------|---------| + 70.81 | 46.71 | 39.75 | 11.86 | + ---------|---------|---------|---------| + 70.81 | 46.71 | 39.25 | 11.86 | + ---------|---------|---------|---------| + 70.81 | 46.71 | 38.74 | - | + ---------|---------|---------|---------| + 70.81 | 46.71 | 38.24 | - | + ---------|---------|---------|---------| + 70.81 | 46.71 | 37.74 | - | + ---------|---------|---------|---------| + 73.59 | 21.71 | 17.77 | 14.26 | + ---------|---------|---------|---------| + 73.59 | 21.71 | 17.26 | 14.04 | + ---------|---------|---------|---------| + 73.59 | 21.71 | 16.76 | 13.23 | + ---------|---------|---------|---------| + 73.59 | 21.71 | 16.26 | 12.81 | + ---------|---------|---------|---------| + 73.59 | 21.71 | 15.76 | 12.66 | + ---------|---------|---------|---------| + 73.59 | 21.71 | 15.25 | - | + ---------|---------|---------|---------| + 73.59 | 21.71 | 14.75 | - | + ---------|---------|---------|---------| + 73.59 | 21.71 | 14.25 | - | + ---------|---------|---------|---------| + 73.59 | 21.71 | 13.74 | - | + ---------|---------|---------|---------| + 73.59 | 21.71 | 13.24 | - | + ---------|---------|---------|---------| + 73.59 | 21.71 | 12.74 | - | + ---------|---------|---------|---------| + 73.59 | 24.49 | 20.54 | 13.83 | + ---------|---------|---------|---------| + 73.59 | 24.49 | 20.04 | 13.67 | + ---------|---------|---------|---------| + 73.59 | 24.49 | 19.54 | 13.04 | + ---------|---------|---------|---------| + 73.59 | 24.49 | 19.04 | 12.77 | + ---------|---------|---------|---------| + 73.59 | 24.49 | 18.53 | 12.76 | + ---------|---------|---------|---------| + 73.59 | 24.49 | 18.03 | - | + ---------|---------|---------|---------| + 73.59 | 24.49 | 17.53 | - | + ---------|---------|---------|---------| + 73.59 | 24.49 | 17.03 | - | + ---------|---------|---------|---------| + 73.59 | 24.49 | 16.52 | - | + ---------|---------|---------|---------| + 73.59 | 24.49 | 16.02 | - | + ---------|---------|---------|---------| + 73.59 | 24.49 | 15.52 | - | + ---------|---------|---------|---------| + 73.59 | 27.27 | 23.32 | 13.46 | + ---------|---------|---------|---------| + 73.59 | 27.27 | 22.82 | 13.31 | + ---------|---------|---------|---------| + 73.59 | 27.27 | 22.32 | 12.77 | + ---------|---------|---------|---------| + 73.59 | 27.27 | 21.81 | 12.61 | + ---------|---------|---------|---------| + 73.59 | 27.27 | 21.31 | 12.74 | + ---------|---------|---------|---------| + 73.59 | 27.27 | 20.81 | - | + ---------|---------|---------|---------| + 73.59 | 27.27 | 20.31 | - | + ---------|---------|---------|---------| + 73.59 | 27.27 | 19.80 | - | + ---------|---------|---------|---------| + 73.59 | 27.27 | 19.30 | - | + ---------|---------|---------|---------| + 73.59 | 27.27 | 18.80 | - | + ---------|---------|---------|---------| + 73.59 | 27.27 | 18.29 | - | + ---------|---------|---------|---------| + 73.59 | 30.04 | 26.10 | 13.24 | + ---------|---------|---------|---------| + 73.59 | 30.04 | 25.60 | 13.04 | + ---------|---------|---------|---------| + 73.59 | 30.04 | 25.09 | 12.54 | + ---------|---------|---------|---------| + 73.59 | 30.04 | 24.59 | 12.39 | + ---------|---------|---------|---------| + 73.59 | 30.04 | 24.09 | 12.57 | + ---------|---------|---------|---------| + 73.59 | 30.04 | 23.59 | - | + ---------|---------|---------|---------| + 73.59 | 30.04 | 23.08 | - | + ---------|---------|---------|---------| + 73.59 | 30.04 | 22.58 | - | + ---------|---------|---------|---------| + 73.59 | 30.04 | 22.08 | - | + ---------|---------|---------|---------| + 73.59 | 30.04 | 21.58 | - | + ---------|---------|---------|---------| + 73.59 | 30.04 | 21.07 | - | + ---------|---------|---------|---------| + 73.59 | 32.82 | 28.88 | 13.02 | + ---------|---------|---------|---------| + 73.59 | 32.82 | 28.38 | 12.85 | + ---------|---------|---------|---------| + 73.59 | 32.82 | 27.87 | 12.39 | + ---------|---------|---------|---------| + 73.59 | 32.82 | 27.37 | 12.20 | + ---------|---------|---------|---------| + 73.59 | 32.82 | 26.87 | 12.34 | + ---------|---------|---------|---------| + 73.59 | 32.82 | 26.36 | - | + ---------|---------|---------|---------| + 73.59 | 32.82 | 25.86 | - | + ---------|---------|---------|---------| + 73.59 | 32.82 | 25.36 | - | + ---------|---------|---------|---------| + 73.59 | 32.82 | 24.86 | - | + ---------|---------|---------|---------| + 73.59 | 32.82 | 24.35 | - | + ---------|---------|---------|---------| + 73.59 | 32.82 | 23.85 | - | + ---------|---------|---------|---------| + 73.59 | 35.60 | 31.66 | 12.91 | + ---------|---------|---------|---------| + 73.59 | 35.60 | 31.15 | 12.71 | + ---------|---------|---------|---------| + 73.59 | 35.60 | 30.65 | 12.26 | + ---------|---------|---------|---------| + 73.59 | 35.60 | 30.15 | 12.10 | + ---------|---------|---------|---------| + 73.59 | 35.60 | 29.64 | 12.15 | + ---------|---------|---------|---------| + 73.59 | 35.60 | 29.14 | - | + ---------|---------|---------|---------| + 73.59 | 35.60 | 28.64 | - | + ---------|---------|---------|---------| + 73.59 | 35.60 | 28.14 | - | + ---------|---------|---------|---------| + 73.59 | 35.60 | 27.63 | - | + ---------|---------|---------|---------| + 73.59 | 35.60 | 27.13 | - | + ---------|---------|---------|---------| + 73.59 | 35.60 | 26.63 | - | + ---------|---------|---------|---------| + 73.59 | 38.38 | 34.43 | 12.90 | + ---------|---------|---------|---------| + 73.59 | 38.38 | 33.93 | 12.64 | + ---------|---------|---------|---------| + 73.59 | 38.38 | 33.43 | 12.19 | + ---------|---------|---------|---------| + 73.59 | 38.38 | 32.93 | 12.00 | + ---------|---------|---------|---------| + 73.59 | 38.38 | 32.42 | 12.05 | + ---------|---------|---------|---------| + 73.59 | 38.38 | 31.92 | 12.22 | + ---------|---------|---------|---------| + 73.59 | 38.38 | 31.42 | - | + ---------|---------|---------|---------| + 73.59 | 38.38 | 30.91 | - | + ---------|---------|---------|---------| + 73.59 | 38.38 | 30.41 | - | + ---------|---------|---------|---------| + 73.59 | 38.38 | 29.91 | - | + ---------|---------|---------|---------| + 73.59 | 38.38 | 29.41 | - | + ---------|---------|---------|---------| + 73.59 | 41.15 | 37.21 | 12.93 | + ---------|---------|---------|---------| + 73.59 | 41.15 | 36.71 | 12.65 | + ---------|---------|---------|---------| + 73.59 | 41.15 | 36.21 | 12.16 | + ---------|---------|---------|---------| + 73.59 | 41.15 | 35.70 | 11.96 | + ---------|---------|---------|---------| + 73.59 | 41.15 | 35.20 | 11.95 | + ---------|---------|---------|---------| + 73.59 | 41.15 | 34.70 | 12.09 | + ---------|---------|---------|---------| + 73.59 | 41.15 | 34.19 | - | + ---------|---------|---------|---------| + 73.59 | 41.15 | 33.69 | - | + ---------|---------|---------|---------| + 73.59 | 41.15 | 33.19 | - | + ---------|---------|---------|---------| + 73.59 | 41.15 | 32.69 | - | + ---------|---------|---------|---------| + 73.59 | 41.15 | 32.18 | - | + ---------|---------|---------|---------| + 73.59 | 43.93 | 39.99 | 12.97 | + ---------|---------|---------|---------| + 73.59 | 43.93 | 39.49 | 12.68 | + ---------|---------|---------|---------| + 73.59 | 43.93 | 38.98 | 12.18 | + ---------|---------|---------|---------| + 73.59 | 43.93 | 38.48 | 11.95 | + ---------|---------|---------|---------| + 73.59 | 43.93 | 37.98 | 11.92 | + ---------|---------|---------|---------| + 73.59 | 43.93 | 37.48 | 11.98 | + ---------|---------|---------|---------| + 73.59 | 43.93 | 36.97 | - | + ---------|---------|---------|---------| + 73.59 | 43.93 | 36.47 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=56.99 till 63.57 taken. + ---------|---------|---------|---------| + 73.59 | 43.93 | 35.97 | - | + ---------|---------|---------|---------| + 73.59 | 43.93 | 35.46 | - | + ---------|---------|---------|---------| + 73.59 | 43.93 | 34.96 | - | + ---------|---------|---------|---------| + 73.59 | 46.71 | 42.77 | 13.01 | + ---------|---------|---------|---------| + 73.59 | 46.71 | 42.26 | 12.72 | + ---------|---------|---------|---------| + 73.59 | 46.71 | 41.76 | 12.22 | + ---------|---------|---------|---------| + 73.59 | 46.71 | 41.26 | 11.98 | + ---------|---------|---------|---------| + 73.59 | 46.71 | 40.76 | 11.91 | + ---------|---------|---------|---------| + 73.59 | 46.71 | 40.25 | 11.93 | + ---------|---------|---------|---------| + 73.59 | 46.71 | 39.75 | - | + ---------|---------|---------|---------| + 73.59 | 46.71 | 39.25 | - | + ---------|---------|---------|---------| + 73.59 | 46.71 | 38.74 | - | + ---------|---------|---------|---------| + 73.59 | 46.71 | 38.24 | - | + ---------|---------|---------|---------| + 73.59 | 46.71 | 37.74 | - | + + Information on the critical circle : Fmin = 1.510 + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 63.86 [m] + Y co-ordinate center point : 25.88 [m] + Radius of critical circle : 17.41 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 1222.24 [kNm/m] + Driving moment free water : 0.00 [kNm/m] + Driving moment external loads : 174.57 [kNm/m] + Iterated resisting moment : 1846.08 [kNm/m] + Non-iterated resisting moment : 1759.30 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 53.76 | 11.70 | 11.82 | 0.36 | -35.47 | -2.59 | 0.44 | 0.00 | + 2 | 53.97 | 11.55 | 11.81 | 0.06 | -34.62 | -2.59 | 0.07 | 1.28 | + 3 | 54.16 | 11.43 | 11.81 | 0.32 | -33.89 | -1.21 | 0.38 | 1.28 | + 4 | 54.47 | 11.22 | 11.80 | 0.32 | -32.64 | -1.21 | 0.38 | 1.28 | + 5 | 54.79 | 11.02 | 11.79 | 0.32 | -31.42 | -1.21 | 0.37 | 1.28 | + 6 | 54.95 | 10.92 | 11.79 | 0.00 | -30.80 | -1.21 | 0.00 | 0.00 | + 7 | 55.07 | 10.85 | 11.77 | 0.24 | -30.34 | -9.29 | 0.28 | 0.00 | + 8 | 55.39 | 10.67 | 11.72 | 0.39 | -29.15 | -9.29 | 0.45 | 0.00 | + 9 | 55.78 | 10.46 | 11.65 | 0.39 | -27.68 | -9.29 | 0.44 | 0.00 | + 10 | 56.17 | 10.26 | 11.59 | 0.39 | -26.23 | -9.29 | 0.44 | 0.00 | + 11 | 56.56 | 10.08 | 11.53 | 0.39 | -24.80 | -9.29 | 0.43 | 0.00 | + 12 | 56.95 | 9.90 | 11.46 | 0.39 | -23.39 | -9.29 | 0.43 | 0.00 | + 13 | 57.17 | 9.81 | 11.42 | 0.03 | -22.62 | -21.77 | 0.04 | 0.00 | + 14 | 57.37 | 9.73 | 11.34 | 0.37 | -21.91 | -21.77 | 0.40 | 0.00 | + 15 | 57.73 | 9.58 | 11.20 | 0.37 | -20.62 | -21.77 | 0.39 | 0.00 | + 16 | 58.10 | 9.45 | 11.05 | 0.37 | -19.33 | -21.77 | 0.39 | 0.00 | + 17 | 58.47 | 9.33 | 10.90 | 0.37 | -18.05 | -21.77 | 0.39 | 0.00 | + 18 | 58.84 | 9.21 | 10.76 | 0.37 | -16.79 | -21.77 | 0.38 | 0.00 | + 19 | 59.16 | 9.12 | 10.63 | 0.27 | -15.69 | -21.77 | 0.28 | 0.00 | + 20 | 59.43 | 9.04 | 10.52 | 0.27 | -14.75 | -21.77 | 0.28 | 0.00 | + 21 | 59.74 | 8.96 | 10.39 | 0.35 | -13.69 | -21.77 | 0.36 | 0.00 | + 22 | 60.10 | 8.88 | 10.25 | 0.35 | -12.50 | -21.77 | 0.36 | 0.00 | + 23 | 60.45 | 8.81 | 10.11 | 0.35 | -11.32 | -21.77 | 0.36 | 0.00 | + 24 | 60.80 | 8.74 | 9.97 | 0.35 | -10.14 | -21.77 | 0.36 | 0.00 | + 25 | 61.15 | 8.68 | 9.83 | 0.35 | -8.97 | -21.77 | 0.36 | 0.00 | + 26 | 61.50 | 8.63 | 9.69 | 0.35 | -7.80 | -21.77 | 0.35 | 0.00 | + 27 | 61.82 | 8.59 | 9.57 | 0.28 | -6.75 | -21.77 | 0.28 | 0.00 | + 28 | 62.10 | 8.56 | 9.45 | 0.28 | -5.82 | -21.77 | 0.28 | 0.00 | + 29 | 62.38 | 8.53 | 9.34 | 0.28 | -4.89 | -21.77 | 0.28 | 0.00 | + 30 | 62.68 | 8.51 | 9.22 | 0.32 | -3.90 | -21.77 | 0.32 | 2.00 | + 31 | 63.00 | 8.49 | 9.09 | 0.32 | -2.84 | -21.77 | 0.32 | 2.00 | + 32 | 63.32 | 8.48 | 8.96 | 0.32 | -1.78 | -21.77 | 0.32 | 2.00 | + 33 | 63.67 | 8.47 | 8.82 | 0.38 | -0.63 | -21.77 | 0.38 | 2.00 | + 34 | 63.88 | 8.47 | 8.74 | 0.03 | 0.05 | -21.77 | 0.03 | 2.00 | + 35 | 64.08 | 8.47 | 8.66 | 0.36 | 0.70 | -21.77 | 0.36 | 2.00 | + 36 | 64.26 | 8.47 | 8.59 | 0.00 | 1.30 | -21.77 | 0.00 | 1.28 | + 37 | 64.40 | 8.48 | 8.58 | 0.28 | 1.77 | -3.01 | 0.29 | 1.28 | + 38 | 64.69 | 8.49 | 8.57 | 0.28 | 2.71 | -3.01 | 0.29 | 1.28 | + 39 | 64.92 | 8.50 | 8.56 | 0.18 | 3.48 | -2.72 | 0.18 | 1.28 | + 40 | 65.19 | 8.52 | 8.54 | 0.36 | 4.38 | -2.72 | 0.36 | 1.28 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 34.96 | 34.96 | 0.00 | -0.00 | -0.00 | 0.88 | 15.72 | 15.72 | + 2 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.28 | 18.28 | 18.28 | + 3 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 2.22 | 20.34 | 20.34 | + 4 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 3.40 | 24.05 | 24.05 | + 5 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 4.52 | 27.59 | 27.59 | + 6 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 0.02 | 29.32 | 29.32 | + 7 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 4.06 | 16.93 | 16.93 | + 8 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 7.54 | 19.23 | 19.23 | + 9 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 8.58 | 21.89 | 21.89 | + 10 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 9.54 | 24.33 | 24.33 | + 11 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 10.41 | 26.55 | 26.55 | + 12 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 11.20 | 28.56 | 28.56 | + 13 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 0.99 | 29.06 | 29.06 | + 14 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 10.49 | 28.57 | 28.57 | + 15 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 10.43 | 28.39 | 28.39 | + 16 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 10.30 | 28.05 | 28.05 | + 17 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 10.11 | 27.54 | 27.54 | + 18 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 9.86 | 26.86 | 26.86 | + 19 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 7.17 | 26.17 | 26.17 | + 20 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 6.99 | 25.50 | 25.50 | + 21 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 8.66 | 24.63 | 24.63 | + 22 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 8.27 | 23.52 | 23.52 | + 23 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 7.83 | 22.27 | 22.27 | + 24 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 7.35 | 20.89 | 20.89 | + 25 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 6.81 | 19.38 | 19.38 | + 26 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 6.23 | 17.73 | 17.73 | + 27 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 4.53 | 16.14 | 16.14 | + 28 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 4.11 | 14.63 | 14.63 | + 29 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 3.66 | 13.05 | 13.05 | + 30 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 3.66 | 11.38 | 11.38 | + 31 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 3.09 | 9.63 | 9.63 | + 32 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 2.50 | 7.79 | 7.79 | + 33 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 2.15 | 5.66 | 5.66 | + 34 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 0.13 | 4.38 | 4.38 | + 35 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 1.17 | 3.20 | 2.63 | + 36 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.01 | 2.19 | 1.04 | + 37 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.57 | 2.01 | 1.06 | + 38 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.43 | 1.50 | 0.97 | + 39 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.19 | 1.03 | 0.87 | + 40 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.15 | 0.42 | 0.42 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 8.26 | N.A. | N.A. | 13.30 | 11.82 | + 2 | 0.00 | 0.00 | 0.00 | 7.85 | N.A. | N.A. | 13.30 | 14.69 | + 3 | 0.00 | 0.00 | 0.00 | 8.65 | N.A. | N.A. | 13.30 | 16.49 | + 4 | 0.00 | 0.00 | 0.00 | 10.11 | N.A. | N.A. | 13.30 | 19.76 | + 5 | 0.00 | 0.00 | 0.00 | 11.52 | N.A. | N.A. | 13.30 | 22.92 | + 6 | 0.00 | 0.00 | 0.00 | 11.85 | N.A. | N.A. | 13.30 | 24.64 | + 7 | 0.00 | 0.00 | 0.00 | 6.86 | N.A. | N.A. | 0.00 | 14.27 | + 8 | 0.00 | 0.00 | 0.00 | 7.85 | N.A. | N.A. | 0.00 | 16.32 | + 9 | 0.00 | 0.00 | 0.00 | 9.02 | N.A. | N.A. | 0.00 | 18.76 | + 10 | 0.00 | 0.00 | 0.00 | 10.12 | N.A. | N.A. | 0.00 | 21.03 | + 11 | 0.00 | 0.00 | 0.00 | 11.13 | N.A. | N.A. | 0.00 | 23.15 | + 12 | 0.00 | 0.00 | 0.00 | 12.08 | N.A. | N.A. | 0.00 | 25.10 | + 13 | 0.00 | 0.00 | 0.00 | 12.34 | N.A. | N.A. | 0.00 | 25.66 | + 14 | 0.00 | 0.00 | 0.00 | 12.18 | N.A. | N.A. | 0.00 | 25.32 | + 15 | 0.00 | 0.00 | 0.00 | 12.20 | N.A. | N.A. | 0.00 | 25.35 | + 16 | 0.00 | 0.00 | 0.00 | 12.14 | N.A. | N.A. | 0.00 | 25.23 | + 17 | 0.00 | 0.00 | 0.00 | 12.00 | N.A. | N.A. | 0.00 | 24.95 | + 18 | 0.00 | 0.00 | 0.00 | 11.79 | N.A. | N.A. | 0.00 | 24.51 | + 19 | 0.00 | 0.00 | 0.00 | 11.56 | N.A. | N.A. | 0.00 | 24.02 | + 20 | 0.00 | 0.00 | 0.00 | 11.32 | N.A. | N.A. | 0.00 | 23.53 | + 21 | 0.00 | 0.00 | 0.00 | 10.99 | N.A. | N.A. | 0.00 | 22.85 | + 22 | 0.00 | 0.00 | 0.00 | 10.57 | N.A. | N.A. | 0.00 | 21.97 | + 23 | 0.00 | 0.00 | 0.00 | 10.07 | N.A. | N.A. | 0.00 | 20.94 | + 24 | 0.00 | 0.00 | 0.00 | 9.51 | N.A. | N.A. | 0.00 | 19.77 | + 25 | 0.00 | 0.00 | 0.00 | 8.87 | N.A. | N.A. | 0.00 | 18.45 | + 26 | 0.00 | 0.00 | 0.00 | 8.17 | N.A. | N.A. | 0.00 | 16.99 | + 27 | 0.00 | 0.00 | 0.00 | 7.48 | N.A. | N.A. | 0.00 | 15.55 | + 28 | 0.00 | 0.00 | 0.00 | 6.82 | N.A. | N.A. | 0.00 | 14.17 | + 29 | 0.00 | 0.00 | 0.00 | 6.11 | N.A. | N.A. | 0.00 | 12.70 | + 30 | 0.00 | 0.00 | 0.00 | 5.84 | N.A. | N.A. | 0.00 | 11.12 | + 31 | 0.00 | 0.00 | 0.00 | 5.26 | N.A. | N.A. | 0.00 | 9.46 | + 32 | 0.00 | 0.00 | 0.00 | 4.65 | N.A. | N.A. | 0.00 | 7.69 | + 33 | 0.00 | 0.00 | 0.00 | 3.94 | N.A. | N.A. | 0.00 | 5.63 | + 34 | 0.00 | 0.00 | 0.00 | 3.51 | N.A. | N.A. | 0.00 | 4.38 | + 35 | 0.57 | 0.00 | 0.57 | 2.92 | N.A. | N.A. | 0.00 | 2.66 | + 36 | 1.14 | 0.00 | 1.14 | 1.76 | N.A. | N.A. | 0.00 | 1.07 | + 37 | 0.95 | 0.00 | 0.95 | 1.77 | N.A. | N.A. | 0.00 | 1.10 | + 38 | 0.53 | 0.00 | 0.53 | 1.74 | N.A. | N.A. | 0.00 | 1.03 | + 39 | 0.15 | 0.00 | 0.15 | 1.70 | N.A. | N.A. | 0.00 | 0.94 | + 40 | 0.00 | 0.00 | 0.00 | 1.50 | N.A. | N.A. | 0.00 | 0.49 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 15.72 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 18.28 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 20.34 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 24.05 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 27.59 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 29.32 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 16.93 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 19.23 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 21.89 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 24.33 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 26.55 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 28.56 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 29.06 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 28.57 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 28.39 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 28.05 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 27.54 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 26.86 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 26.17 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 25.50 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 24.63 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 23.52 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 22.27 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 20.89 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 19.38 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 17.73 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 16.14 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 14.63 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 13.05 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 11.38 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 9.63 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 7.79 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 5.66 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 34 | N.A. | 4.38 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 35 | N.A. | 2.63 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 36 | N.A. | 1.04 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 37 | N.A. | 1.06 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 38 | N.A. | 0.97 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 39 | N.A. | 0.87 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 40 | N.A. | 0.42 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + Information on the zone plane : Fmin = 2.508 + : Zone = 1A + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 65.25 [m] + Y co-ordinate center point : 43.93 [m] + Radius of critical circle : 38.48 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 11044.71 [kNm/m] + Driving moment free water : 0.00 [kNm/m] + Driving moment external loads : 384.13 [kNm/m] + Iterated resisting moment : 27703.22 [kNm/m] + Non-iterated resisting moment : 26308.00 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 44.62 | 11.45 | 11.46 | 0.02 | -32.42 | 20.50 | 0.02 | 1.28 | + 2 | 44.81 | 11.33 | 11.53 | 0.37 | -32.08 | 20.73 | 0.44 | 1.28 | + 3 | 45.33 | 11.02 | 11.63 | 0.65 | -31.19 | 4.47 | 0.76 | 1.28 | + 4 | 46.12 | 10.55 | 11.69 | 0.94 | -29.82 | 4.47 | 1.08 | 0.00 | + 5 | 47.06 | 10.03 | 11.76 | 0.94 | -28.22 | 4.47 | 1.07 | 0.00 | + 6 | 48.00 | 9.54 | 11.83 | 0.94 | -26.64 | 4.47 | 1.05 | 0.00 | + 7 | 48.48 | 9.30 | 11.87 | 0.03 | -25.83 | 4.44 | 0.04 | 0.00 | + 8 | 48.52 | 9.28 | 11.88 | 0.05 | -25.77 | 4.44 | 0.05 | 0.00 | + 9 | 48.91 | 9.10 | 11.91 | 0.73 | -25.13 | 4.44 | 0.80 | 0.00 | + 10 | 49.64 | 8.76 | 11.96 | 0.73 | -23.94 | 4.44 | 0.79 | 0.00 | + 11 | 50.00 | 8.60 | 11.99 | 0.01 | -23.35 | -2.57 | 0.01 | 0.00 | + 12 | 50.42 | 8.43 | 11.97 | 0.81 | -22.68 | -2.57 | 0.88 | 0.00 | + 13 | 51.23 | 8.10 | 11.93 | 0.81 | -21.37 | -2.57 | 0.87 | 0.00 | + 14 | 52.04 | 7.79 | 11.90 | 0.81 | -20.08 | -2.57 | 0.87 | 0.00 | + 15 | 52.50 | 7.63 | 11.88 | 0.09 | -19.36 | -2.59 | 0.10 | 0.00 | + 16 | 52.56 | 7.61 | 11.88 | 0.03 | -19.27 | -2.59 | 0.03 | 0.00 | + 17 | 53.03 | 7.45 | 11.85 | 0.92 | -18.52 | -2.59 | 0.97 | 1.28 | + 18 | 53.69 | 7.23 | 11.82 | 0.40 | -17.48 | -2.59 | 0.42 | 1.28 | + 19 | 53.95 | 7.15 | 11.81 | 0.10 | -17.08 | -2.59 | 0.11 | 1.28 | + 20 | 54.21 | 7.07 | 11.81 | 0.43 | -16.67 | -1.21 | 0.44 | 1.28 | + 21 | 54.69 | 6.93 | 11.80 | 0.52 | -15.94 | -1.21 | 0.55 | 0.00 | + 22 | 55.07 | 6.82 | 11.77 | 0.24 | -15.34 | -9.29 | 0.25 | 0.00 | + 23 | 55.50 | 6.71 | 11.70 | 0.63 | -14.68 | -9.29 | 0.65 | 0.00 | + 24 | 56.00 | 6.58 | 11.62 | 0.36 | -13.92 | -9.29 | 0.37 | 0.00 | + 25 | 56.66 | 6.43 | 11.51 | 0.97 | -12.90 | -9.29 | 1.00 | 0.00 | + 26 | 57.17 | 6.31 | 11.42 | 0.03 | -12.13 | -21.77 | 0.03 | 0.00 | + 27 | 57.24 | 6.29 | 11.39 | 0.12 | -12.01 | -21.77 | 0.12 | 0.00 | + 28 | 57.68 | 6.21 | 11.22 | 0.75 | -11.35 | -21.77 | 0.77 | 0.00 | + 29 | 58.44 | 6.06 | 10.92 | 0.75 | -10.20 | -21.77 | 0.77 | 0.00 | + 30 | 58.89 | 5.98 | 10.73 | 0.16 | -9.51 | -21.77 | 0.16 | 0.00 | + 31 | 59.00 | 5.96 | 10.69 | 0.05 | -9.36 | -21.77 | 0.05 | 0.00 | + 32 | 59.29 | 5.92 | 10.57 | 0.55 | -8.91 | -21.77 | 0.55 | 0.00 | + 33 | 59.64 | 5.86 | 10.44 | 0.14 | -8.39 | -21.77 | 0.14 | 0.00 | + 34 | 60.18 | 5.79 | 10.22 | 0.94 | -7.58 | -21.77 | 0.95 | 0.00 | + 35 | 61.11 | 5.68 | 9.85 | 0.94 | -6.17 | -21.77 | 0.94 | 0.00 | + 36 | 61.63 | 5.62 | 9.64 | 0.10 | -5.40 | -21.77 | 0.10 | 0.00 | + 37 | 62.23 | 5.57 | 9.40 | 1.10 | -4.51 | -21.77 | 1.11 | 0.00 | + 38 | 62.92 | 5.52 | 9.13 | 0.28 | -3.48 | -21.77 | 0.28 | 0.00 | + 39 | 63.17 | 5.51 | 9.03 | 0.22 | -3.11 | -21.77 | 0.22 | 0.00 | + 40 | 63.48 | 5.49 | 8.90 | 0.40 | -2.65 | -21.77 | 0.40 | 0.00 | + 41 | 63.80 | 5.48 | 8.77 | 0.25 | -2.16 | -21.77 | 0.25 | 0.00 | + 42 | 63.96 | 5.47 | 8.71 | 0.07 | -1.92 | -21.77 | 0.07 | 0.00 | + 43 | 64.13 | 5.47 | 8.64 | 0.25 | -1.68 | -21.77 | 0.25 | 0.00 | + 44 | 64.26 | 5.46 | 8.59 | 0.01 | -1.48 | -21.77 | 0.01 | 0.00 | + 45 | 64.53 | 5.46 | 8.58 | 0.55 | -1.07 | -3.01 | 0.55 | 0.00 | + 46 | 64.82 | 5.45 | 8.56 | 0.02 | -0.65 | -3.01 | 0.02 | 0.00 | + 47 | 64.91 | 5.45 | 8.56 | 0.17 | -0.50 | -2.72 | 0.17 | 0.00 | + 48 | 65.13 | 5.45 | 8.55 | 0.25 | -0.19 | -2.72 | 0.25 | 0.00 | + 49 | 65.74 | 5.46 | 8.52 | 0.98 | 0.73 | -2.72 | 0.98 | 0.00 | + 50 | 66.73 | 5.48 | 8.47 | 0.98 | 2.19 | -2.72 | 0.98 | 0.00 | + 51 | 67.71 | 5.53 | 8.42 | 0.98 | 3.66 | -2.72 | 0.98 | 0.00 | + 52 | 68.21 | 5.57 | 8.40 | 0.03 | 4.41 | -7.68 | 0.03 | 0.00 | + 53 | 68.23 | 5.57 | 8.40 | 0.01 | 4.44 | -7.68 | 0.01 | 0.00 | + 54 | 68.64 | 5.60 | 8.34 | 0.80 | 5.05 | -7.68 | 0.80 | 0.00 | + 55 | 69.04 | 5.64 | 8.29 | 0.02 | 5.65 | -7.68 | 0.02 | 0.00 | + 56 | 69.07 | 5.64 | 8.28 | 0.04 | 5.69 | -7.68 | 0.04 | 0.00 | + 57 | 69.55 | 5.70 | 8.21 | 0.93 | 6.42 | -7.99 | 0.93 | 0.00 | + 58 | 70.48 | 5.81 | 8.08 | 0.93 | 7.81 | -7.99 | 0.94 | 0.00 | + 59 | 71.41 | 5.95 | 7.95 | 0.93 | 9.21 | -7.99 | 0.94 | 0.00 | + 60 | 72.34 | 6.11 | 7.82 | 0.93 | 10.61 | -7.99 | 0.94 | 0.00 | + 61 | 73.29 | 6.30 | 7.69 | 0.98 | 12.06 | -7.99 | 1.00 | 1.28 | + 62 | 74.27 | 6.53 | 7.55 | 0.98 | 13.56 | -7.99 | 1.01 | 1.28 | + 63 | 75.25 | 6.78 | 7.42 | 0.98 | 15.07 | -7.99 | 1.01 | 1.28 | + 64 | 76.23 | 7.06 | 7.28 | 0.98 | 16.58 | -7.99 | 1.02 | 1.28 | + 65 | 76.73 | 7.20 | 7.21 | 0.02 | 17.36 | -7.99 | 0.02 | 1.28 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 0.00 | 0.14 | 0.14 | + 2 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 1.38 | 3.73 | 3.73 | + 3 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 7.34 | 11.28 | 11.28 | + 4 | 25.69 | 25.69 | 0.00 | 0.00 | -0.00 | 19.64 | 20.91 | 20.91 | + 5 | 25.69 | 25.69 | 0.00 | 0.00 | -0.00 | 29.71 | 31.62 | 31.62 | + 6 | 25.69 | 25.69 | 0.00 | 0.00 | -0.00 | 39.20 | 41.73 | 41.73 | + 7 | 25.69 | 25.69 | 0.00 | 0.00 | -0.00 | 1.51 | 47.08 | 47.08 | + 8 | 25.69 | 25.69 | 0.00 | 0.00 | -0.00 | 2.24 | 47.76 | 47.76 | + 9 | 25.69 | 25.69 | 0.00 | 0.00 | -0.00 | 37.46 | 51.60 | 51.60 | + 10 | 25.69 | 25.69 | 0.00 | 0.00 | -0.00 | 42.58 | 58.65 | 58.65 | + 11 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 0.50 | 62.12 | 62.12 | + 12 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 52.81 | 64.87 | 64.87 | + 13 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 57.09 | 70.13 | 70.13 | + 14 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 61.06 | 75.01 | 75.01 | + 15 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 7.14 | 90.91 | 90.91 | + 16 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 2.10 | 91.24 | 91.24 | + 17 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 74.32 | 93.82 | 93.82 | + 18 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 33.96 | 97.35 | 97.35 | + 19 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.84 | 98.29 | 98.29 | + 20 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 36.59 | 99.32 | 99.32 | + 21 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 46.38 | 101.70 | 101.70 | + 22 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 21.58 | 89.91 | 89.91 | + 23 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 56.98 | 90.73 | 90.73 | + 24 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 32.80 | 91.61 | 91.61 | + 25 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 90.11 | 92.52 | 92.52 | + 26 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 3.15 | 92.62 | 92.62 | + 27 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 11.07 | 91.90 | 91.90 | + 28 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 68.42 | 90.65 | 88.68 | + 29 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 66.75 | 88.43 | 82.59 | + 30 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 14.00 | 86.93 | 78.80 | + 31 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 3.89 | 86.52 | 77.89 | + 32 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 46.76 | 85.33 | 75.28 | + 33 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 11.67 | 83.94 | 72.25 | + 34 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 76.48 | 81.53 | 67.37 | + 35 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 72.29 | 77.07 | 58.74 | + 36 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 7.07 | 74.47 | 53.92 | + 37 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 78.37 | 71.12 | 48.15 | + 38 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 18.67 | 67.15 | 41.43 | + 39 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 14.46 | 65.71 | 39.04 | + 40 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 25.35 | 64.17 | 36.35 | + 41 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 15.89 | 62.56 | 33.54 | + 42 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 4.51 | 61.73 | 32.12 | + 43 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 15.41 | 60.90 | 30.71 | + 44 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 0.42 | 60.43 | 29.78 | + 45 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 33.05 | 60.41 | 30.00 | + 46 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 1.39 | 60.22 | 30.07 | + 47 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 10.22 | 60.14 | 30.09 | + 48 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 15.16 | 59.96 | 30.13 | + 49 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 58.21 | 59.26 | 30.15 | + 50 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 56.80 | 57.82 | 30.03 | + 51 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 54.89 | 55.87 | 29.66 | + 52 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 1.48 | 54.90 | 29.56 | + 53 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 0.66 | 55.15 | 29.84 | + 54 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 42.61 | 53.53 | 29.01 | + 55 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 0.88 | 51.60 | 27.88 | + 56 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 1.94 | 51.17 | 27.50 | + 57 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 45.16 | 48.62 | 26.02 | + 58 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 40.70 | 43.82 | 23.37 | + 59 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 35.81 | 38.55 | 20.48 | + 60 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 30.49 | 32.82 | 17.36 | + 61 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 25.98 | 26.52 | 13.98 | + 62 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 19.22 | 19.63 | 10.34 | + 63 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 11.96 | 12.21 | 6.45 | + 64 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 4.17 | 4.26 | 2.29 | + 65 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.00 | 0.07 | 0.07 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 1.21 | N.A. | N.A. | 0.00 | -0.16 | + 2 | 0.00 | 0.00 | 0.00 | 2.65 | N.A. | N.A. | 0.00 | 3.07 | + 3 | 0.00 | 0.00 | 0.00 | 5.71 | N.A. | N.A. | 0.00 | 9.91 | + 4 | 0.00 | 0.00 | 0.00 | 9.06 | N.A. | N.A. | 0.00 | 18.84 | + 5 | 0.00 | 0.00 | 0.00 | 13.79 | N.A. | N.A. | 0.00 | 28.67 | + 6 | 0.00 | 0.00 | 0.00 | 18.31 | N.A. | N.A. | 0.00 | 38.06 | + 7 | 0.00 | 0.00 | 0.00 | 20.72 | N.A. | N.A. | 0.00 | 43.08 | + 8 | 0.00 | 0.00 | 0.00 | 21.03 | N.A. | N.A. | 0.00 | 43.71 | + 9 | 0.00 | 0.00 | 0.00 | 22.78 | N.A. | N.A. | 0.00 | 47.34 | + 10 | 0.00 | 0.00 | 0.00 | 26.00 | N.A. | N.A. | 0.00 | 54.05 | + 11 | 0.00 | 0.00 | 0.00 | 27.60 | N.A. | N.A. | 0.00 | 57.37 | + 12 | 0.00 | 0.00 | 0.00 | 28.89 | N.A. | N.A. | 0.00 | 60.06 | + 13 | 0.00 | 0.00 | 0.00 | 31.38 | N.A. | N.A. | 0.00 | 65.24 | + 14 | 0.00 | 0.00 | 0.00 | 33.72 | N.A. | N.A. | 0.00 | 70.10 | + 15 | 0.00 | 0.00 | 0.00 | 40.97 | N.A. | N.A. | 13.30 | 85.17 | + 16 | 0.00 | 0.00 | 0.00 | 41.13 | N.A. | N.A. | 13.30 | 85.50 | + 17 | 0.00 | 0.00 | 0.00 | 40.77 | N.A. | N.A. | 13.30 | 88.37 | + 18 | 0.00 | 0.00 | 0.00 | 42.41 | N.A. | N.A. | 13.30 | 92.02 | + 19 | 0.00 | 0.00 | 0.00 | 42.86 | N.A. | N.A. | 13.30 | 93.04 | + 20 | 0.00 | 0.00 | 0.00 | 43.35 | N.A. | N.A. | 13.30 | 94.14 | + 21 | 0.00 | 0.00 | 0.00 | 46.38 | N.A. | N.A. | 13.30 | 96.42 | + 22 | 0.00 | 0.00 | 0.00 | 41.09 | N.A. | N.A. | 0.00 | 85.42 | + 23 | 0.00 | 0.00 | 0.00 | 41.56 | N.A. | N.A. | 0.00 | 86.39 | + 24 | 0.00 | 0.00 | 0.00 | 42.07 | N.A. | N.A. | 0.00 | 87.45 | + 25 | 0.00 | 0.00 | 0.00 | 42.63 | N.A. | N.A. | 0.00 | 88.62 | + 26 | 0.00 | 0.00 | 0.00 | 42.79 | N.A. | N.A. | 0.00 | 88.96 | + 27 | 0.00 | 0.00 | 0.00 | 42.47 | N.A. | N.A. | 0.00 | 88.29 | + 28 | 1.97 | 0.00 | 1.97 | 41.08 | N.A. | N.A. | 0.00 | 85.39 | + 29 | 5.84 | 0.00 | 5.84 | 38.41 | N.A. | N.A. | 0.00 | 79.84 | + 30 | 8.13 | 0.00 | 8.13 | 36.73 | N.A. | N.A. | 0.00 | 76.35 | + 31 | 8.63 | 0.00 | 8.63 | 36.32 | N.A. | N.A. | 0.00 | 75.51 | + 32 | 10.06 | 0.00 | 10.06 | 35.16 | N.A. | N.A. | 0.00 | 73.08 | + 33 | 11.70 | 0.00 | 11.70 | 33.80 | N.A. | N.A. | 0.00 | 70.26 | + 34 | 14.16 | 0.00 | 14.16 | 31.60 | N.A. | N.A. | 0.00 | 65.69 | + 35 | 18.33 | 0.00 | 18.33 | 27.68 | N.A. | N.A. | 0.00 | 57.55 | + 36 | 20.55 | 0.00 | 20.55 | 25.47 | N.A. | N.A. | 0.00 | 52.96 | + 37 | 22.97 | 0.00 | 22.97 | 22.82 | N.A. | N.A. | 0.00 | 47.43 | + 38 | 25.72 | 0.00 | 25.72 | 19.70 | N.A. | N.A. | 0.00 | 40.95 | + 39 | 26.68 | 0.00 | 26.68 | 18.59 | N.A. | N.A. | 0.00 | 38.64 | + 40 | 27.83 | 0.00 | 27.83 | 17.33 | N.A. | N.A. | 0.00 | 36.03 | + 41 | 29.02 | 0.00 | 29.02 | 16.02 | N.A. | N.A. | 0.00 | 33.30 | + 42 | 29.61 | 0.00 | 29.61 | 15.35 | N.A. | N.A. | 0.00 | 31.91 | + 43 | 30.19 | 0.00 | 30.19 | 14.69 | N.A. | N.A. | 0.00 | 30.54 | + 44 | 30.65 | 0.00 | 30.65 | 14.25 | N.A. | N.A. | 0.00 | 29.63 | + 45 | 30.41 | 0.00 | 30.41 | 14.38 | N.A. | N.A. | 0.00 | 29.89 | + 46 | 30.15 | 0.00 | 30.15 | 14.43 | N.A. | N.A. | 0.00 | 30.00 | + 47 | 30.06 | 0.00 | 30.06 | 14.45 | N.A. | N.A. | 0.00 | 30.04 | + 48 | 29.84 | 0.00 | 29.84 | 14.48 | N.A. | N.A. | 0.00 | 30.11 | + 49 | 29.10 | 0.00 | 29.10 | 14.54 | N.A. | N.A. | 0.00 | 30.23 | + 50 | 27.78 | 0.00 | 27.78 | 14.55 | N.A. | N.A. | 0.00 | 30.25 | + 51 | 26.22 | 0.00 | 26.22 | 14.44 | N.A. | N.A. | 0.00 | 30.02 | + 52 | 25.35 | 0.00 | 25.35 | 14.43 | N.A. | N.A. | 0.00 | 30.00 | + 53 | 25.31 | 0.00 | 25.31 | 14.57 | N.A. | N.A. | 0.00 | 30.30 | + 54 | 24.52 | 0.00 | 24.52 | 14.20 | N.A. | N.A. | 0.00 | 29.51 | + 55 | 23.72 | 0.00 | 23.72 | 13.67 | N.A. | N.A. | 0.00 | 28.42 | + 56 | 23.66 | 0.00 | 23.66 | 13.49 | N.A. | N.A. | 0.00 | 28.04 | + 57 | 22.60 | 0.00 | 22.60 | 12.79 | N.A. | N.A. | 0.00 | 26.59 | + 58 | 20.45 | 0.00 | 20.45 | 11.54 | N.A. | N.A. | 0.00 | 24.00 | + 59 | 18.07 | 0.00 | 18.07 | 10.17 | N.A. | N.A. | 0.00 | 21.14 | + 60 | 15.46 | 0.00 | 15.46 | 8.66 | N.A. | N.A. | 0.00 | 18.01 | + 61 | 12.54 | 0.00 | 12.54 | 7.83 | N.A. | N.A. | 0.00 | 14.65 | + 62 | 9.28 | 0.00 | 9.28 | 6.17 | N.A. | N.A. | 0.00 | 10.93 | + 63 | 5.76 | 0.00 | 5.76 | 4.37 | N.A. | N.A. | 0.00 | 6.92 | + 64 | 1.97 | 0.00 | 1.97 | 2.43 | N.A. | N.A. | 0.00 | 2.58 | + 65 | 0.00 | 0.00 | 0.00 | 1.39 | N.A. | N.A. | 0.00 | 0.25 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 0.14 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 3.73 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 11.28 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 20.91 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 31.62 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 41.73 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 47.08 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 47.76 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 51.60 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 58.65 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 62.12 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 64.87 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 70.13 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 75.01 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 90.91 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 91.24 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 93.82 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 97.35 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 98.29 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 99.32 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 101.70 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 89.91 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 90.73 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 91.61 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 92.52 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 92.62 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 91.90 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 88.68 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 82.59 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 78.80 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 77.89 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 75.28 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 72.25 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 34 | N.A. | 67.37 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 35 | N.A. | 58.74 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 36 | N.A. | 53.92 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 37 | N.A. | 48.15 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 38 | N.A. | 41.43 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 39 | N.A. | 39.04 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 40 | N.A. | 36.35 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 41 | N.A. | 33.54 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 42 | N.A. | 32.12 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 43 | N.A. | 30.71 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 44 | N.A. | 29.78 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 45 | N.A. | 30.00 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 46 | N.A. | 30.07 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 47 | N.A. | 30.09 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 48 | N.A. | 30.13 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 49 | N.A. | 30.15 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 50 | N.A. | 30.03 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 51 | N.A. | 29.66 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 52 | N.A. | 29.56 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 53 | N.A. | 29.84 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 54 | N.A. | 29.01 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 55 | N.A. | 27.88 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 56 | N.A. | 27.50 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 57 | N.A. | 26.02 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 58 | N.A. | 23.37 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 59 | N.A. | 20.48 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 60 | N.A. | 17.36 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 61 | N.A. | 13.98 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 62 | N.A. | 10.34 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 63 | N.A. | 6.45 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 64 | N.A. | 2.29 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 65 | N.A. | 0.07 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + No correct slide plane found. + in zone 1B + + + Information on the zone plane : Fmin = 1.508 + : Zone = 2A + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 62.47 [m] + Y co-ordinate center point : 21.71 [m] + Radius of critical circle : 13.24 [m] + + The center point of the critical circle is not enclosed + + Total driving moment : 1019.53 [kNm/m] + Driving moment free water : 0.00 [kNm/m] + Driving moment external loads : 139.69 [kNm/m] + Iterated resisting moment : 1537.68 [kNm/m] + Non-iterated resisting moment : 1464.99 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 53.81 | 11.70 | 11.82 | 0.28 | -40.90 | -2.59 | 0.37 | 0.00 | + 2 | 53.97 | 11.56 | 11.81 | 0.05 | -39.94 | -2.59 | 0.07 | 1.28 | + 3 | 54.13 | 11.43 | 11.81 | 0.26 | -39.06 | -1.21 | 0.34 | 1.28 | + 4 | 54.39 | 11.22 | 11.80 | 0.26 | -37.62 | -1.21 | 0.33 | 1.28 | + 5 | 54.65 | 11.03 | 11.80 | 0.26 | -36.20 | -1.21 | 0.32 | 1.28 | + 6 | 54.87 | 10.87 | 11.79 | 0.16 | -35.06 | -1.21 | 0.20 | 0.00 | + 7 | 55.07 | 10.73 | 11.77 | 0.24 | -34.00 | -9.29 | 0.29 | 0.00 | + 8 | 55.35 | 10.55 | 11.72 | 0.33 | -32.54 | -9.29 | 0.39 | 0.00 | + 9 | 55.68 | 10.35 | 11.67 | 0.33 | -30.88 | -9.29 | 0.38 | 0.00 | + 10 | 56.01 | 10.16 | 11.62 | 0.33 | -29.24 | -9.29 | 0.37 | 0.00 | + 11 | 56.33 | 9.98 | 11.56 | 0.33 | -27.64 | -9.29 | 0.37 | 0.00 | + 12 | 56.66 | 9.81 | 11.51 | 0.33 | -26.05 | -9.29 | 0.36 | 0.00 | + 13 | 56.99 | 9.66 | 11.46 | 0.33 | -24.49 | -9.29 | 0.36 | 0.00 | + 14 | 57.17 | 9.58 | 11.42 | 0.03 | -23.63 | -21.77 | 0.04 | 0.00 | + 15 | 57.34 | 9.51 | 11.36 | 0.31 | -22.83 | -21.77 | 0.33 | 0.00 | + 16 | 57.64 | 9.38 | 11.23 | 0.31 | -21.40 | -21.77 | 0.33 | 0.00 | + 17 | 57.95 | 9.27 | 11.11 | 0.31 | -19.99 | -21.77 | 0.33 | 0.00 | + 18 | 58.26 | 9.16 | 10.99 | 0.31 | -18.58 | -21.77 | 0.32 | 0.00 | + 19 | 58.56 | 9.06 | 10.87 | 0.31 | -17.19 | -21.77 | 0.32 | 0.00 | + 20 | 58.87 | 8.97 | 10.74 | 0.31 | -15.81 | -21.77 | 0.32 | 0.00 | + 21 | 59.16 | 8.89 | 10.63 | 0.27 | -14.51 | -21.77 | 0.28 | 0.00 | + 22 | 59.43 | 8.82 | 10.52 | 0.27 | -13.29 | -21.77 | 0.28 | 0.00 | + 23 | 59.74 | 8.75 | 10.39 | 0.35 | -11.90 | -21.77 | 0.36 | 0.00 | + 24 | 60.10 | 8.69 | 10.25 | 0.35 | -10.35 | -21.77 | 0.36 | 0.00 | + 25 | 60.45 | 8.63 | 10.11 | 0.35 | -8.81 | -21.77 | 0.36 | 0.00 | + 26 | 60.80 | 8.58 | 9.97 | 0.35 | -7.27 | -21.77 | 0.35 | 0.00 | + 27 | 61.15 | 8.54 | 9.83 | 0.35 | -5.74 | -21.77 | 0.35 | 0.00 | + 28 | 61.50 | 8.51 | 9.69 | 0.35 | -4.21 | -21.77 | 0.35 | 0.00 | + 29 | 61.81 | 8.49 | 9.57 | 0.27 | -2.88 | -21.77 | 0.27 | 0.00 | + 30 | 62.08 | 8.48 | 9.46 | 0.27 | -1.72 | -21.77 | 0.27 | 0.00 | + 31 | 62.34 | 8.47 | 9.36 | 0.27 | -0.57 | -21.77 | 0.27 | 0.00 | + 32 | 62.55 | 8.47 | 9.27 | 0.15 | 0.33 | -21.77 | 0.15 | 0.00 | + 33 | 62.76 | 8.47 | 9.19 | 0.26 | 1.23 | -21.77 | 0.26 | 2.00 | + 34 | 63.02 | 8.48 | 9.09 | 0.26 | 2.36 | -21.77 | 0.26 | 2.00 | + 35 | 63.28 | 8.49 | 8.98 | 0.26 | 3.49 | -21.77 | 0.26 | 2.00 | + 36 | 63.55 | 8.51 | 8.87 | 0.28 | 4.67 | -21.77 | 0.28 | 2.00 | + 37 | 63.83 | 8.54 | 8.76 | 0.28 | 5.89 | -21.77 | 0.28 | 2.00 | + 38 | 64.12 | 8.57 | 8.65 | 0.28 | 7.12 | -21.77 | 0.28 | 2.00 | + 39 | 64.26 | 8.59 | 8.59 | 0.00 | 7.74 | -21.77 | 0.00 | 2.00 | + 40 | 64.26 | 8.59 | 8.59 | 0.00 | 7.76 | -3.01 | 0.00 | 1.28 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 34.96 | 34.96 | 0.00 | -0.00 | -0.00 | 0.66 | 15.62 | 15.62 | + 2 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.26 | 18.16 | 18.16 | + 3 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 1.83 | 20.29 | 20.29 | + 4 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 2.81 | 24.02 | 24.02 | + 5 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 3.73 | 27.56 | 27.56 | + 6 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 2.79 | 30.29 | 30.29 | + 7 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 4.58 | 19.09 | 19.09 | + 8 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 7.05 | 21.58 | 21.58 | + 9 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 7.92 | 24.26 | 24.26 | + 10 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 8.72 | 26.71 | 26.71 | + 11 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 9.45 | 28.93 | 28.93 | + 12 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 10.11 | 30.95 | 30.95 | + 13 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 10.71 | 32.77 | 32.77 | + 14 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 1.13 | 33.19 | 33.19 | + 15 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 10.02 | 32.76 | 32.76 | + 16 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 10.01 | 32.71 | 32.71 | + 17 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 9.95 | 32.50 | 32.50 | + 18 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 9.83 | 32.14 | 32.14 | + 19 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 9.68 | 31.63 | 31.63 | + 20 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 9.48 | 30.97 | 30.97 | + 21 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 8.29 | 30.24 | 30.24 | + 22 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 8.07 | 29.45 | 29.45 | + 23 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 9.99 | 28.40 | 28.40 | + 24 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 9.52 | 27.06 | 27.06 | + 25 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 8.99 | 25.55 | 25.55 | + 26 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 8.39 | 23.87 | 23.87 | + 27 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 7.74 | 22.01 | 22.01 | + 28 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 7.02 | 19.98 | 19.98 | + 29 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 4.80 | 18.06 | 18.06 | + 30 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 4.33 | 16.31 | 16.31 | + 31 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 3.84 | 14.45 | 14.45 | + 32 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 1.97 | 12.93 | 12.93 | + 33 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 3.00 | 11.48 | 11.48 | + 34 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 2.53 | 9.68 | 9.68 | + 35 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 2.04 | 7.79 | 7.79 | + 36 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 1.62 | 5.75 | 5.75 | + 37 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 0.99 | 3.53 | 3.53 | + 38 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 0.34 | 1.22 | 1.22 | + 39 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 0.00 | 0.03 | 0.03 | + 40 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.00 | 0.01 | 0.00 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 7.79 | N.A. | N.A. | 13.30 | 11.14 | + 2 | 0.00 | 0.00 | 0.00 | 7.53 | N.A. | N.A. | 13.30 | 13.98 | + 3 | 0.00 | 0.00 | 0.00 | 8.34 | N.A. | N.A. | 13.30 | 15.80 | + 4 | 0.00 | 0.00 | 0.00 | 9.78 | N.A. | N.A. | 13.30 | 19.02 | + 5 | 0.00 | 0.00 | 0.00 | 11.17 | N.A. | N.A. | 13.30 | 22.13 | + 6 | 0.00 | 0.00 | 0.00 | 11.90 | N.A. | N.A. | 13.30 | 24.75 | + 7 | 0.00 | 0.00 | 0.00 | 7.56 | N.A. | N.A. | 0.00 | 15.71 | + 8 | 0.00 | 0.00 | 0.00 | 8.63 | N.A. | N.A. | 0.00 | 17.93 | + 9 | 0.00 | 0.00 | 0.00 | 9.80 | N.A. | N.A. | 0.00 | 20.37 | + 10 | 0.00 | 0.00 | 0.00 | 10.90 | N.A. | N.A. | 0.00 | 22.66 | + 11 | 0.00 | 0.00 | 0.00 | 11.93 | N.A. | N.A. | 0.00 | 24.79 | + 12 | 0.00 | 0.00 | 0.00 | 12.88 | N.A. | N.A. | 0.00 | 26.78 | + 13 | 0.00 | 0.00 | 0.00 | 13.76 | N.A. | N.A. | 0.00 | 28.61 | + 14 | 0.00 | 0.00 | 0.00 | 14.01 | N.A. | N.A. | 0.00 | 29.12 | + 15 | 0.00 | 0.00 | 0.00 | 13.89 | N.A. | N.A. | 0.00 | 28.88 | + 16 | 0.00 | 0.00 | 0.00 | 13.99 | N.A. | N.A. | 0.00 | 29.07 | + 17 | 0.00 | 0.00 | 0.00 | 14.01 | N.A. | N.A. | 0.00 | 29.12 | + 18 | 0.00 | 0.00 | 0.00 | 13.96 | N.A. | N.A. | 0.00 | 29.03 | + 19 | 0.00 | 0.00 | 0.00 | 13.85 | N.A. | N.A. | 0.00 | 28.79 | + 20 | 0.00 | 0.00 | 0.00 | 13.66 | N.A. | N.A. | 0.00 | 28.40 | + 21 | 0.00 | 0.00 | 0.00 | 13.44 | N.A. | N.A. | 0.00 | 27.93 | + 22 | 0.00 | 0.00 | 0.00 | 13.17 | N.A. | N.A. | 0.00 | 27.38 | + 23 | 0.00 | 0.00 | 0.00 | 12.80 | N.A. | N.A. | 0.00 | 26.61 | + 24 | 0.00 | 0.00 | 0.00 | 12.30 | N.A. | N.A. | 0.00 | 25.57 | + 25 | 0.00 | 0.00 | 0.00 | 11.71 | N.A. | N.A. | 0.00 | 24.35 | + 26 | 0.00 | 0.00 | 0.00 | 11.03 | N.A. | N.A. | 0.00 | 22.93 | + 27 | 0.00 | 0.00 | 0.00 | 10.26 | N.A. | N.A. | 0.00 | 21.32 | + 28 | 0.00 | 0.00 | 0.00 | 9.39 | N.A. | N.A. | 0.00 | 19.52 | + 29 | 0.00 | 0.00 | 0.00 | 8.55 | N.A. | N.A. | 0.00 | 17.78 | + 30 | 0.00 | 0.00 | 0.00 | 7.77 | N.A. | N.A. | 0.00 | 16.15 | + 31 | 0.00 | 0.00 | 0.00 | 6.93 | N.A. | N.A. | 0.00 | 14.41 | + 32 | 0.00 | 0.00 | 0.00 | 6.23 | N.A. | N.A. | 0.00 | 12.96 | + 33 | 0.00 | 0.00 | 0.00 | 5.99 | N.A. | N.A. | 0.00 | 11.57 | + 34 | 0.00 | 0.00 | 0.00 | 5.39 | N.A. | N.A. | 0.00 | 9.83 | + 35 | 0.00 | 0.00 | 0.00 | 4.76 | N.A. | N.A. | 0.00 | 7.99 | + 36 | 0.00 | 0.00 | 0.00 | 4.06 | N.A. | N.A. | 0.00 | 5.97 | + 37 | 0.00 | 0.00 | 0.00 | 3.30 | N.A. | N.A. | 0.00 | 3.76 | + 38 | 0.00 | 0.00 | 0.00 | 2.49 | N.A. | N.A. | 0.00 | 1.43 | + 39 | 0.00 | 0.00 | 0.00 | 2.07 | N.A. | N.A. | 0.00 | 0.21 | + 40 | 0.00 | 0.00 | 0.00 | 1.34 | N.A. | N.A. | 0.00 | 0.13 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 15.62 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 18.16 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 20.29 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 24.02 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 27.56 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 30.29 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 19.09 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 21.58 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 24.26 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 26.71 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 28.93 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 30.95 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 32.77 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 33.19 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 32.76 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 32.71 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 32.50 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 32.14 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 31.63 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 30.97 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 30.24 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 29.45 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 28.40 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 27.06 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 25.55 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 23.87 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 22.01 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 19.98 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 18.06 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 16.31 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 14.45 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 12.93 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 11.48 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 34 | N.A. | 9.68 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 35 | N.A. | 7.79 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 36 | N.A. | 5.75 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 37 | N.A. | 3.53 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 38 | N.A. | 1.22 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 39 | N.A. | 0.03 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 40 | N.A. | 0.00 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + No correct slide plane found. + in zone 2B + + + No correct slide plane found. + in zone 3A + + + No correct slide plane found. + in zone 3B + + + + END OF D-Geo Stability OUTPUT + ============================= Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/660,4-puin0,5.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/660,4-puin0,5.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/660,4-puin0,5.sti (revision 2226) @@ -0,0 +1,984 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:55 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\660,4-puin0,5.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +1 +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +2 (5) (1) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +3 (5) (1) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=23.50 +SoilDilatancy=23.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +puin +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=10.00 +SoilDilatancy=10.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_1 +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 26 - Number of geometry points - + 1 59.967 5.920 0.000 + 2 36.467 5.920 0.000 + 3 34.467 8.400 0.000 + 4 29.967 8.450 0.000 + 5 28.467 8.450 0.000 + 6 21.967 5.850 0.000 + 7 16.967 4.600 0.000 + 8 0.000 4.564 0.000 + 9 31.967 8.400 0.000 + 10 50.837 5.920 0.000 + 11 48.784 6.400 0.000 + 12 36.071 6.550 0.000 + 13 59.967 2.200 0.000 + 14 0.000 2.200 0.000 + 15 59.967 0.000 0.000 + 16 0.000 0.000 0.000 + 17 59.967 -2.000 0.000 + 18 0.000 -2.000 0.000 + 19 59.967 7.480 0.000 + 20 36.466 7.540 0.000 + 21 17.254 7.750 0.000 + 22 0.000 7.820 0.000 + 23 59.967 5.900 0.000 + 24 36.505 5.920 0.000 + 25 26.930 7.800 0.000 + 26 0.000 7.867 0.000 +[END OF POINTS] + +[CURVES] + 21 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 10 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 2 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 12 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 3 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 9 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 15 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 14 + 2 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 13 + 3 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 8 7 6 5 10 9 4 3 2 1 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 8 7 6 5 10 9 4 12 11 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 18 17 16 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 21 20 19 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 2 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_1 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + 2 (5) (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + 3 (5) (1) + 2 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + puin + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Lith hmp 666+60, binnen +ld88, 0,5 m puin + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 35.782 39.309 5 X-direction + 8.587 13.363 5 Y-direction + 5.000 1.000 7 Tangent lines + 29.967 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 31.39 33.89 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 3 +[LIFT SLIP DATA] + 29.967 29.967 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 29.967 29.967 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 2 2 = Pl-top and pl-bottom + 2 2 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 2 2 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 29.97 = X co-ordinate indicating start of zone [m] + 29.97 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 29.97 = Left side minimum road [m] + 29.97 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series005/Dik(dike)_Loc(Grave_323)_Mdl(Bishop)_1996-01-01T00_00_00z2.wmf =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/HMP911A.STI =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/HMP911A.STI (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/HMP911A.STI (revision 2226) @@ -0,0 +1,1423 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:53 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\HMP911A.STI +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +zand (2) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=zand laag1 +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +veen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamOvenDry=0.01 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=veen laag2 +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kleidekl +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=19.00 +SoilDilatancy=19.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=kleideklaag laag3 +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kleidykm +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=kleidijkmat laag4 +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kleibrmm +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=kleibermmat laag5 +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer (1) +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=130.00 +SoilGamOvenDry=0.01 +SoilGamWet=130.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Alg - Verkeersbelasting +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (2) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=zand laag1 +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 44 - Number of geometry points - + 1 80.000 1.700 0.000 + 2 53.300 1.700 0.000 + 3 9.700 3.300 0.000 + 4 0.000 3.300 0.000 + 5 63.300 2.500 0.000 + 6 53.300 3.000 0.000 + 7 50.300 3.100 0.000 + 8 40.900 7.100 0.000 + 9 39.850 7.100 0.000 + 10 37.350 7.100 0.000 + 11 36.800 7.100 0.000 + 12 31.400 6.900 0.000 + 13 24.900 5.600 0.000 + 14 22.300 5.100 0.000 + 15 16.700 4.900 0.000 + 16 70.000 1.700 0.000 + 17 16.700 2.600 0.000 + 18 39.000 2.600 0.000 + 19 0.000 1.500 0.000 + 20 9.700 1.500 0.000 + 21 39.000 2.000 0.000 + 22 53.300 0.600 0.000 + 23 80.000 0.600 0.000 + 24 0.000 -1.000 0.000 + 25 80.000 -1.000 0.000 + 26 0.000 -2.000 0.000 + 27 38.000 -1.500 0.000 + 28 80.000 -1.500 0.000 + 29 80.000 -2.000 0.000 + 30 0.000 -10.000 0.000 + 31 80.000 -10.000 0.000 + 32 0.000 5.600 0.000 + 33 24.900 5.600 0.000 + 34 25.500 5.000 0.000 + 35 50.300 3.100 0.000 + 36 70.000 1.700 0.000 + 37 80.000 1.700 0.000 + 38 0.000 5.100 0.000 + 39 9.700 5.100 0.000 + 40 29.400 4.700 0.000 + 41 70.000 2.700 0.000 + 42 80.000 2.700 0.000 + 43 53.300 4.200 0.000 + 44 80.000 4.200 0.000 +[END OF POINTS] + +[CURVES] + 39 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 16 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 2 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 15 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 16 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 2 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 29 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 43 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 +[END OF CURVES] + +[BOUNDARIES] + 8 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 28 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 27 + 2 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 25 26 + 3 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 24 + 4 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 20 21 22 23 + 5 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 3 17 18 19 2 1 + 6 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 3 13 12 11 10 9 8 7 6 5 + 4 2 1 + 7 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 3 13 12 11 10 9 8 7 6 5 + 16 15 14 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 8 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 8 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 8 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 3 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 29 30 31 32 33 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 34 35 36 37 + 3 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 34 38 39 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 7 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (2) + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + kleidekl + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + zand (2) + 2 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + kleidekl + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + kleidykm + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + kleibrmm + 1 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-361580 verb. Maasdijk, vak Heusden-O +Bernse veer, hmp 911, binnenwaartse stab + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 7 Number of layers + 7 100 + 6 100 100 + 5 100 100 100 + 4 100 100 100 100 + 3 100 100 100 100 100 + 2 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 +[CIRCLES] + 36.000 64.000 15 X-direction + 8.000 26.000 10 Y-direction + 2.000 -2.000 5 Tangent lines + 80.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 7 = number of items +[STRESS CURVE] +zand laag1 +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=110.86 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +veen laag2 +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=4.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=57.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +kleideklaag laag3 +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=3.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=71.87 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +kleidijkmat laag4 +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=2.50 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=91.55 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +kleibermmat laag5 +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=2.50 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=91.50 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +opgebarsten +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Alg - Verkeersbelasting +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 8 +[LIFT SLIP DATA] + 80.000 80.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 80.000 80.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 7 - Number of layers + 3 3 = Pl-top and pl-bottom + 99 3 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 2 99 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 1 2 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 80.00 = X co-ordinate indicating start of zone [m] + 80.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 80.00 = Left side minimum road [m] + 80.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 33- opbarsten.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 33- opbarsten.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 33- opbarsten.sti (revision 2226) @@ -0,0 +1,1155 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 10:44:39 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150303\Stabiliteit\Geometries\Keent 33- opbarsten.sti +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +Wegmateriaal +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=22.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand tussen +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Huidige klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand diep +SoilColor=65535 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei nieuw +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Huidige klei, c, phi=0 +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand diep +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 38 - Number of geometry points - + 1 101.535 8.254 0.000 + 2 96.743 8.695 0.000 + 3 91.200 8.943 0.000 + 4 82.351 11.897 0.000 + 5 81.677 11.991 0.000 + 6 80.000 12.034 0.000 + 7 78.559 11.998 0.000 + 8 77.383 11.899 0.000 + 9 66.548 8.138 0.000 + 10 54.139 7.659 0.000 + 11 30.841 7.424 0.000 + 12 0.000 7.569 0.000 + 13 130.000 6.000 0.000 + 14 88.465 6.000 0.000 + 15 82.249 3.000 0.000 + 16 77.799 3.000 0.000 + 17 65.783 6.900 0.000 + 18 108.260 6.000 0.000 + 19 96.720 6.000 0.000 + 20 101.633 5.717 0.000 + 21 101.535 6.000 0.000 + 22 130.000 7.540 0.000 + 23 124.737 7.446 0.000 + 24 108.257 7.526 0.000 + 25 130.000 -3.000 0.000 + 26 0.000 -3.000 0.000 + 27 130.000 7.400 0.000 + 28 108.144 7.288 0.000 + 29 98.418 8.236 0.000 + 30 91.169 8.870 0.000 + 31 75.500 11.020 0.000 + 32 66.548 10.870 0.000 + 33 0.000 11.320 0.000 + 34 130.000 9.100 0.000 + 35 108.489 9.100 0.000 + 36 91.200 10.270 0.000 + 37 63.490 11.320 0.000 + 38 81.677 10.200 0.000 +[END OF POINTS] + +[CURVES] + 37 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 18 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 21 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 19 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 17 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 18 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 30 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 38 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 26 + 1 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 11 10 19 18 17 16 15 14 13 12 + 2 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 11 10 9 8 7 6 5 4 3 2 + 1 21 13 12 + 3 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 11 10 9 8 7 6 5 4 3 2 + 1 24 25 12 + 4 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 11 10 9 8 7 6 5 4 3 2 + 1 24 23 22 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 31 30 37 36 29 28 27 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 35 34 33 32 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand diep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Huidige klei, c, phi=0 + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijring 36a, Keent +Profiel 33 +Huidige situatie +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 92.349 98.882 15 X-direction + 29.895 34.868 15 Y-direction + 8.682 3.682 10 Tangent lines + 80.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeersbelasting + 13.30 = magnitude + 79.10 81.60 = xstart and xend + 30.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 2.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 80.000 80.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 80.000 80.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 2 2 = Pl-top and pl-bottom + 1 2 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 80.00 = X co-ordinate indicating start of zone [m] + 80.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 80.00 = Left side minimum road [m] + 80.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/marenkessel697.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/marenkessel697.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/marenkessel697.sti (revision 2226) @@ -0,0 +1,1259 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 18-2-2015 +TIME : 9:12:29 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150205\Stabiliteit\Geometries\marenkessel697.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +Soft Clay +SoilColor=16575398 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.00 +SoilGamOvenDry=0.01 +SoilGamWet=14.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zand (1) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=33.60 +SoilDilatancy=33.60 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei naast de dijk +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.70 +SoilGamOvenDry=0.01 +SoilGamWet=16.70 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.30 +SoilPhi=19.70 +SoilDilatancy=19.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei onder de dijk +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.30 +SoilGamOvenDry=0.01 +SoilGamWet=18.30 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.30 +SoilPhi=19.70 +SoilDilatancy=19.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijksmateriaal +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.50 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=5.80 +SoilPhi=22.10 +SoilDilatancy=22.10 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +nieuw dijksmateriaal +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.60 +SoilPhi=27.10 +SoilDilatancy=27.10 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (1) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=33.60 +SoilDilatancy=33.60 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 34 - Number of geometry points - + 1 74.838 2.230 0.000 + 2 74.838 4.883 0.000 + 3 38.838 4.930 0.000 + 4 36.838 6.400 0.000 + 5 32.838 8.440 0.000 + 6 31.588 8.500 0.000 + 7 29.838 8.530 0.000 + 8 28.088 8.500 0.000 + 9 26.838 8.440 0.000 + 10 11.838 3.200 0.000 + 11 6.638 3.200 0.000 + 12 0.000 3.200 0.000 + 13 12.297 2.613 0.000 + 14 8.338 1.700 0.000 + 15 36.838 3.000 0.000 + 16 34.838 1.000 0.000 + 17 14.838 1.000 0.000 + 18 74.838 -0.360 0.000 + 19 36.838 -1.500 0.000 + 20 36.838 0.000 0.000 + 21 14.838 -1.500 0.000 + 22 14.838 0.000 0.000 + 23 0.000 -0.360 0.000 + 24 74.838 -5.000 0.000 + 25 0.000 -5.000 0.000 + 26 74.838 4.884 0.000 + 27 38.838 4.930 0.000 + 28 36.838 6.400 0.000 + 29 25.841 7.313 0.000 + 30 24.351 7.440 0.000 + 31 0.150 7.440 0.000 + 32 0.000 8.359 0.000 + 33 74.838 7.000 0.000 + 34 0.000 7.440 0.000 +[END OF POINTS] + +[CURVES] + 32 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 8 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 4 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 19 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 22 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 21 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 25 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 24 21 18 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 10 13 12 17 23 22 21 18 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 10 13 12 17 16 15 20 19 18 + 4 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 10 13 12 17 16 15 14 2 1 + 5 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 10 13 12 11 6 5 4 3 2 1 + 6 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 10 9 8 7 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 31 30 29 28 27 26 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 32 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei naast de dijk + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei onder de dijk + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei naast de dijk + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + dijksmateriaal + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + nieuw dijksmateriaal + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Maren-Kessel 697 +bestaande situatie 2005 + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 100 100 + 4 100 100 100 + 3 100 100 100 100 + 2 100 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 50 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 +[CIRCLES] + 37.018 45.668 6 X-direction + 8.660 12.770 11 Y-direction + 3.000 -2.000 6 Tangent lines + 29.838 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeersbelasting + 13.00 = magnitude + 30.36 32.86 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 1 +[LIFT SLIP DATA] + 29.838 29.838 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 29.838 29.838 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 29.84 = X co-ordinate indicating start of zone [m] + 29.84 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 29.84 = Left side minimum road [m] + 29.84 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Grave 342 verbetering met taludverflauwing.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Grave 342 verbetering met taludverflauwing.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Grave 342 verbetering met taludverflauwing.sti (revision 2226) @@ -0,0 +1,1184 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:54 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\Grave 342 verbetering met taludverflauwing.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +Wegmateriaal +SoilColor=16575398 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=22.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Zand tussen (1) +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.21 +SoilPhi=26.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Huidige klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Zand diep +SoilColor=65535 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Klei nieuw +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_Zand diep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 48 - Number of geometry points - + 1 127.800 8.070 0.000 + 2 105.570 7.720 0.000 + 3 95.406 7.600 0.000 + 4 89.257 7.747 0.000 + 5 72.477 11.727 0.000 + 6 69.340 11.815 0.000 + 7 66.454 11.668 0.000 + 8 55.555 7.162 0.000 + 9 44.416 7.300 0.000 + 10 43.267 7.609 0.000 + 11 27.718 8.474 0.000 + 12 13.467 9.429 0.000 + 13 0.000 9.217 0.000 + 14 88.659 7.777 0.000 + 15 88.427 7.783 0.000 + 16 88.073 7.793 0.000 + 17 87.797 7.800 0.000 + 18 86.433 7.950 0.000 + 19 82.424 8.370 0.000 + 20 82.316 8.380 0.000 + 21 80.328 9.056 0.000 + 22 127.800 7.000 0.000 + 23 89.689 7.000 0.000 + 24 127.800 4.000 0.000 + 25 97.346 4.000 0.000 + 26 88.217 2.000 0.000 + 27 75.812 0.000 0.000 + 28 63.694 0.000 0.000 + 29 54.712 0.700 0.000 + 30 40.240 4.800 0.000 + 31 0.000 4.800 0.000 + 32 127.800 -5.000 0.000 + 33 0.000 -5.000 0.000 + 34 127.800 7.022 0.000 + 35 108.380 7.000 0.000 + 36 89.644 7.009 0.000 + 37 73.223 11.090 0.000 + 38 67.203 11.100 0.000 + 39 65.058 11.339 0.000 + 40 58.405 11.400 0.000 + 41 50.654 11.400 0.000 + 42 41.763 11.400 0.000 + 43 0.000 11.400 0.000 + 44 127.800 9.750 0.000 + 45 89.295 9.930 0.000 + 46 79.400 10.220 0.000 + 47 54.907 11.140 0.000 + 48 39.575 11.400 0.000 +[END OF POINTS] + +[CURVES] + 45 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 4 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 48 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 31 + 1 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 30 29 28 27 26 25 24 + 2 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 7 6 5 21 20 + 19 18 23 22 + 3 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 7 6 5 21 20 + 19 18 17 16 15 14 13 3 2 1 + 4 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 7 6 5 4 3 + 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 9 - number of curves on PlLine, next line(s) are curvenumbers + 40 39 38 37 36 35 34 33 32 + 2 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 45 44 43 42 41 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand diep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Zand tussen (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Klei nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijring 36, Grave +Profiel 342 +Verbeterd +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 100 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 77.069 82.402 10 X-direction + 20.031 25.107 10 Y-direction + 9.000 3.000 10 Tangent lines + 69.340 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeer + 13.30 = magnitude + 68.39 70.88 = xstart and xend + 30.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 78.783 82.379 5 X-direction Left + 18.743 21.545 5 Y-direction Left + 81.175 85.594 15 X-direction Right + 7.627 11.186 10 Y-direction Right + 6.800 6.800 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 69.34 = X co-ordinate indicating start of zone [m] + 69.34 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 69.34 = Left side minimum road [m] + 69.34 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm594bi.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm594bi.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm594bi.sti (revision 2226) @@ -0,0 +1,1087 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:54 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\hm594bi.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +zand (2) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (1) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijksmat +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamOvenDry=0.01 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 51 - Number of geometry points - + 1 -50.000 5.100 0.000 + 2 -36.000 5.000 0.000 + 3 -34.600 4.600 0.000 + 4 -33.800 4.000 0.000 + 5 -33.000 4.600 0.000 + 6 -32.400 4.500 0.000 + 7 -31.800 4.900 0.000 + 8 -31.100 5.000 0.000 + 9 -29.200 5.800 0.000 + 10 -18.800 9.400 0.000 + 11 -17.000 9.900 0.000 + 12 -13.100 10.100 0.000 + 13 -7.800 10.000 0.000 + 14 -6.500 9.700 0.000 + 15 -5.000 9.500 0.000 + 16 -3.100 8.900 0.000 + 17 -2.500 8.800 0.000 + 18 -1.500 8.700 0.000 + 19 0.000 8.700 0.000 + 20 1.500 8.700 0.000 + 21 2.550 8.500 0.000 + 22 3.700 7.600 0.000 + 23 6.000 6.000 0.000 + 24 7.000 5.700 0.000 + 25 8.300 5.000 0.000 + 26 8.800 4.900 0.000 + 27 9.500 4.500 0.000 + 28 10.500 4.500 0.000 + 29 12.000 5.200 0.000 + 30 40.000 5.200 0.000 + 31 -11.300 10.050 0.000 + 32 -8.800 10.000 0.000 + 33 -21.900 8.260 0.000 + 34 -40.000 4.500 0.000 + 35 -11.500 4.700 0.000 + 36 -50.000 2.100 0.000 + 37 15.000 1.500 0.000 + 38 40.000 1.500 0.000 + 39 -50.000 -13.000 0.000 + 40 40.000 -13.000 0.000 + 41 -50.000 8.260 0.000 + 42 -21.900 8.260 0.000 + 43 -20.900 7.260 0.000 + 44 -6.500 7.000 0.000 + 45 8.300 5.000 0.000 + 46 12.000 5.200 0.000 + 47 40.000 5.200 0.000 + 48 -50.000 8.100 0.000 + 49 -32.400 8.000 0.000 + 50 2.500 7.710 0.000 + 51 40.000 7.710 0.000 +[END OF POINTS] + +[CURVES] + 47 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 33 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 10 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 31 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 13 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 35 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 17 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 25 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 38 + 1 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 36 37 + 2 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 33 35 6 7 8 + 9 10 + 3 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 33 34 11 12 13 + 14 15 16 17 18 6 7 8 9 10 + 4 - Boundary number + 32 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 19 20 21 22 23 + 24 25 26 27 28 29 30 31 32 11 + 12 13 14 15 16 17 18 6 7 8 + 9 10 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 39 40 41 42 43 44 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 45 46 47 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (2) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + dijksmat + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + dijksmat + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-361580, Detailonderzoek Maasdijken +Vak D, hmp 594, binnenwaartse stab. + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 7.740 7.740 1 X-direction + 23.110 23.110 1 Y-direction + 1.000 1.000 1 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 5 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 31.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 31.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 31.sti (revision 2226) @@ -0,0 +1,1151 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 12:06:39 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150303\Stabiliteit\Geometries\Keent 31.sti +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +Wegmateriaal +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=22.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand tussen +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Huidige klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand diep +SoilColor=65535 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei nieuw +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Huidige klei, c phi=0 +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand diep +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 42 - Number of geometry points - + 1 98.418 8.289 0.000 + 2 94.827 9.273 0.000 + 3 90.252 9.459 0.000 + 4 82.249 11.793 0.000 + 5 80.000 11.876 0.000 + 6 77.799 11.721 0.000 + 7 65.783 7.570 0.000 + 8 61.579 7.500 0.000 + 9 54.490 7.382 0.000 + 10 33.040 7.474 0.000 + 11 13.387 7.380 0.000 + 12 0.000 7.316 0.000 + 13 130.000 6.200 0.000 + 14 98.418 5.800 0.000 + 15 90.907 5.800 0.000 + 16 82.249 3.000 0.000 + 17 77.799 3.000 0.000 + 18 69.171 5.800 0.000 + 19 68.709 5.910 0.000 + 20 66.225 6.500 0.000 + 21 65.782 6.800 0.000 + 22 54.490 6.800 0.000 + 23 0.000 5.500 0.000 + 24 100.383 8.174 0.000 + 25 100.428 5.470 0.000 + 26 100.383 5.825 0.000 + 27 130.000 7.540 0.000 + 28 110.975 7.552 0.000 + 29 130.000 -3.000 0.000 + 30 0.000 -3.000 0.000 + 31 130.000 7.552 0.000 + 32 111.018 7.552 0.000 + 33 98.418 8.289 0.000 + 34 91.169 8.870 0.000 + 35 82.249 9.570 0.000 + 36 75.500 11.020 0.000 + 37 65.839 10.870 0.000 + 38 0.000 11.320 0.000 + 39 130.000 10.000 0.000 + 40 98.716 10.270 0.000 + 41 91.200 10.270 0.000 + 42 63.490 11.320 0.000 +[END OF POINTS] + +[CURVES] + 39 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 24 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 26 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 26 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 13 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 42 +[END OF CURVES] + +[BOUNDARIES] + 4 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 28 + 1 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 22 21 20 19 18 17 16 15 14 13 + 25 + 2 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 7 6 5 4 3 + 2 1 24 25 + 3 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 7 6 5 4 3 + 2 1 27 26 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 4 - Number of boundaries - + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 4 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 4 - Number of boundaries - + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 35 34 33 32 31 30 29 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 39 38 37 36 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 3 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand diep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Huidige klei, c phi=0 + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijkring 36a, Keent +Profiel 31 +Huidige situatie +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 3 Number of layers + 3 100 + 2 100 100 + 1 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 +[degree earth quake] + 100 100 100 +[CIRCLES] + 86.350 97.915 15 X-direction + 24.123 31.824 15 Y-direction + 10.000 4.000 10 Tangent lines + 80.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeersbelasting + 13.30 = magnitude + 79.10 81.60 = xstart and xend + 30.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 2.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 86.320 93.595 5 X-direction Left + 11.962 16.699 5 Y-direction Left + 83.613 92.074 5 X-direction Right + 20.084 26.851 5 Y-direction Right + 5.800 5.800 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 3 - Number of layers + 2 2 = Pl-top and pl-bottom + 1 2 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=0 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 80.00 = X co-ordinate indicating start of zone [m] + 80.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 80.00 = Left side minimum road [m] + 80.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm977bi.err =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm977bi.err (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm977bi.err (revision 2226) @@ -0,0 +1,9 @@ +ERROR FILE OF D-GEO STABILITY: GEOMETRY ERRORS +FILE : W:\WK\4. Projecten\1. DAM\3. 2015\1. PWK\Stabiliteit\Geometries\hm977bi.err +DATE : 27-2-2017 +TIME : 14:47:53 +******************************************************************************** + +PL-line at the top of Layer 4 is 99 which is not allowed +******************************************************************************** +END OF GEOMETRY ERROR DATA Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/RAV387.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/RAV387.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/RAV387.STI.sti (revision 2226) @@ -0,0 +1,1419 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 2-2-2015 +TIME : 14:00:47 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 260119\Stabiliteit\Geometries\Gespiegeld\RAV387.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +zanddiep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kl.br.z (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.70 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleigr +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.60 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zandlos +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.klgra +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleibr +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=7.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +aanvul +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klbr.sz (1) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zanddiep +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 30 - Number of geometry points - + 1 60.000 0.000 0.000 + 2 0.000 0.000 0.000 + 3 60.000 4.500 0.000 + 4 43.000 4.500 0.000 + 5 30.000 3.500 0.000 + 6 11.000 4.000 0.000 + 7 0.000 4.000 0.000 + 8 60.000 6.800 0.000 + 9 52.500 6.800 0.000 + 10 50.000 6.000 0.000 + 11 48.000 6.000 0.000 + 12 45.900 6.500 0.000 + 13 43.500 7.700 0.000 + 14 42.500 9.800 0.000 + 15 40.500 10.500 0.000 + 16 38.900 10.900 0.000 + 17 20.400 10.900 0.000 + 18 15.400 9.200 0.000 + 19 10.600 7.900 0.000 + 20 0.000 7.800 0.000 + 21 0.000 6.000 0.000 + 22 51.600 6.500 0.000 + 23 60.000 7.700 0.000 + 24 45.000 7.700 0.000 + 25 20.300 9.900 0.000 + 26 19.600 10.600 0.000 + 27 0.000 10.600 0.000 + 28 60.000 6.800 0.000 + 29 52.500 6.800 0.000 + 30 45.900 6.500 0.000 +[END OF POINTS] + +[CURVES] + 27 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 11 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 29 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 30 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 24 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 5 4 3 2 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 9 8 7 6 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 15 14 13 12 11 10 8 7 6 + 4 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 15 14 19 18 17 16 12 11 10 8 + 7 6 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 24 23 22 21 20 25 + 2 - PlLine number + 2 - number of curves on PlLine, next line(s) are curvenumbers + 27 26 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zanddiep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + kl.br.z (2) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + l.kleigr + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + kl.br.z (2) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Ravenstein hmp 387+60 +bestaande situatie + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 10 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 42.000 46.000 5 X-direction + 12.000 18.000 5 Y-direction + 8.000 4.000 8 Tangent lines + 60.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 35.50 38.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 60.000 60.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 60.000 60.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 60.00 = X co-ordinate indicating start of zone [m] + 60.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 60.00 = Left side minimum road [m] + 60.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM401V.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM401V.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM401V.STI.sti (revision 2226) @@ -0,0 +1,1325 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 2-2-2015 +TIME : 14:00:48 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 260119\Stabiliteit\Geometries\Gespiegeld\DEM401V.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +zanddiep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.klgra +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleigr +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.60 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klbr.sz (1) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kl.br.z (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.70 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zandlos +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleibr +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=7.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zanddiep +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 28 - Number of geometry points - + 1 55.000 0.000 0.000 + 2 0.000 0.000 0.000 + 3 55.000 3.500 0.000 + 4 40.000 3.500 0.000 + 5 34.000 4.500 0.000 + 6 18.000 4.500 0.000 + 7 9.000 4.000 0.000 + 8 0.000 4.000 0.000 + 9 55.000 6.000 0.000 + 10 0.000 6.000 0.000 + 11 55.000 6.700 0.000 + 12 44.100 6.700 0.000 + 13 42.600 7.300 0.000 + 14 38.000 9.100 0.000 + 15 34.100 10.600 0.000 + 16 26.100 10.600 0.000 + 17 23.400 10.900 0.000 + 18 20.200 10.900 0.000 + 19 14.900 8.100 0.000 + 20 8.900 7.200 0.000 + 21 0.000 7.200 0.000 + 22 19.300 10.400 0.000 + 23 0.000 10.400 0.000 + 24 55.000 9.300 0.000 + 25 41.000 9.300 0.000 + 26 41.000 6.000 0.000 + 27 55.000 6.700 0.000 + 28 44.100 6.700 0.000 +[END OF POINTS] + +[CURVES] + 25 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 9 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 26 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 26 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 28 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 25 +[END OF CURVES] + +[BOUNDARIES] + 6 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 6 5 4 3 2 + 2 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 6 5 4 8 7 + 3 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 9 7 + 4 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 14 13 12 11 10 + 5 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 14 13 20 19 18 17 16 15 11 10 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 6 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 6 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 6 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 22 21 23 + 2 - PlLine number + 2 - number of curves on PlLine, next line(s) are curvenumbers + 25 24 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 5 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zanddiep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + l.klgra + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + l.kleigr + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klbr.sz (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + kl.br.z (2) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Demen hmp 401+60 +versterkte situatie 1:2,5 talud + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 5 Number of layers + 5 100 + 4 100 100 + 3 100 100 100 + 2 100 100 100 100 + 1 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 50 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 +[CIRCLES] + 37.000 43.000 5 X-direction + 12.000 19.000 5 Y-direction + 5.000 2.000 5 Tangent lines + 50.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 1 = number of items +1 + 10.00 = magnitude + 33.50 10.50 = x and y co-ordinate + -30.00 60.00 = direction & distr angle +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 30.00 32.50 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 5 +[LIFT SLIP DATA] + 50.000 50.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 50.000 50.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 5 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 50.00 = X co-ordinate indicating start of zone [m] + 50.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 50.00 = Left side minimum road [m] + 50.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series006/Dik(dike)_Loc(Grave_342_verbetering_met_taludverflauwing)_Mdl(Bishop)_1996-01-01T00_00_00.sti.xml =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series006/Dik(dike)_Loc(Grave_342_verbetering_met_taludverflauwing)_Mdl(Bishop)_1996-01-01T00_00_00.sti.xml (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series006/Dik(dike)_Loc(Grave_342_verbetering_met_taludverflauwing)_Mdl(Bishop)_1996-01-01T00_00_00.sti.xml (revision 2226) @@ -0,0 +1,58 @@ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ No newline at end of file Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Crevecoeur3,5.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Crevecoeur3,5.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Crevecoeur3,5.sti (revision 2226) @@ -0,0 +1,1528 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 24-2-2015 +TIME : 15:12:22 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150218\Stabiliteit\Geometries\Crevecoeur3,5.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +laag 1 dijkmateriaal (2) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 2 klei +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=7.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 3 klei zandig (1) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 4 zware klei (1) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=10.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 5 klei venig (1) +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamOvenDry=0.01 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=10.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 6 zand +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 7 aanvul buiten +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 9 aanvulzand (1) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_laag 6 zand +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 41 - Number of geometry points - + 1 80.000 4.500 0.000 + 2 63.000 4.500 0.000 + 3 55.000 7.000 0.000 + 4 49.400 7.000 0.000 + 5 48.000 7.000 0.000 + 6 37.000 3.400 0.000 + 7 34.000 3.000 0.000 + 8 30.900 2.000 0.000 + 9 29.500 1.600 0.000 + 10 27.500 1.000 0.000 + 11 16.700 -2.500 0.000 + 12 5.000 -3.200 0.000 + 13 0.000 -2.500 0.000 + 14 46.300 5.500 0.000 + 15 44.000 4.500 0.000 + 16 39.887 4.238 0.000 + 17 80.000 2.800 0.000 + 18 40.877 2.925 0.000 + 19 80.000 2.000 0.000 + 20 80.000 1.600 0.000 + 21 80.000 1.000 0.000 + 22 80.000 -5.000 0.000 + 23 0.000 -5.000 0.000 + 24 80.000 4.500 0.000 + 25 0.000 3.350 0.000 + 26 38.031 2.956 0.000 + 27 57.000 4.500 0.000 + 28 55.000 5.300 0.000 + 29 63.000 4.500 0.000 + 30 62.200 4.700 0.000 + 31 56.200 4.800 0.000 + 32 55.000 5.300 0.000 + 33 48.000 5.500 0.000 + 34 46.500 6.200 0.000 + 35 46.300 6.350 0.000 + 36 37.000 3.350 0.000 + 37 30.900 3.350 0.000 + 38 80.000 6.100 0.000 + 39 0.000 6.300 0.000 + 40 30.900 6.300 0.000 + 41 63.000 6.100 0.000 +[END OF POINTS] + +[CURVES] + 40 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 19 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 18 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 26 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 4 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 15 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 26 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 2 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 28 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 27 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 20 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 21 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 24 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 37 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 38 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 +[END OF CURVES] + +[BOUNDARIES] + 9 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 21 + 1 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 27 + 2 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 26 + 3 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 14 + 4 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 7 16 15 13 + 5 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 7 6 20 15 19 + 25 22 1 + 6 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 7 6 20 15 19 + 18 24 23 22 1 + 7 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 7 6 20 15 19 + 18 17 3 2 1 + 8 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 7 6 5 4 3 + 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 9 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 9 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 9 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 10 - number of curves on PlLine, next line(s) are curvenumbers + 37 36 35 34 33 32 31 30 29 28 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 38 40 39 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 8 - Number of layers - + 1 - Layer number, next line is material of layer + wl_laag 6 zand + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + laag 5 klei venig (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + laag 4 zware klei (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + laag 2 klei + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + laag 3 klei zandig (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + laag 1 dijkmateriaal (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + laag 9 aanvulzand (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + laag 7 aanvul buiten + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 8 Number of layers + 8 100 + 7 100 100 + 6 100 100 100 + 5 100 100 100 100 + 4 100 100 100 100 100 + 3 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 +[CIRCLES] + 80.000 80.000 1 X-direction + 0.000 0.000 1 Y-direction + 0.000 0.000 0 Tangent lines + 80.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Uniform Load (1) + 15.00 = magnitude + 52.00 54.50 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 8 +[LIFT SLIP DATA] + 80.000 80.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 80.000 80.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 8 - Number of layers + 1 1 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 80.00 = X co-ordinate indicating start of zone [m] + 80.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 80.00 = Left side minimum road [m] + 80.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/live.OutputTimeSeries.xml =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/live.OutputTimeSeries.xml (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/live.OutputTimeSeries.xml (revision 2226) @@ -0,0 +1,4 @@ + + + 0 + \ No newline at end of file Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series003/Dik(dike)_Loc(337)_Mdl(Bishop)_1996-01-01T00_00_00.std =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series003/Dik(dike)_Loc(337)_Mdl(Bishop)_1996-01-01T00_00_00.std (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series003/Dik(dike)_Loc(337)_Mdl(Bishop)_1996-01-01T00_00_00.std (revision 2226) @@ -0,0 +1,4266 @@ +Dump file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 27-03-2019 +TIME : 13:46:17 +FILENAME : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series003\Dik(dike)_Loc(337)_Mdl(Bishop)_1996-01-01T00_00_00.std +CREATED BY : D-Geo Stability version 18.1.1.3 +========================== BEGINNING OF DATA ========================== +[Input Data] +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1001 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +wl_zandondergrond +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=30.26 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=1 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zandtussenlaag +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=25.69 +SoilDilatancy=25.69 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, huidig +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=24.08 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +weg +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=22.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=34.96 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, nieuw +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=19.04 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_klei +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=1.00 +SoilPhi=27.50 +SoilDilatancy=27.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 73 - Number of geometry points - + 1 0.000 8.062 0.000 + 2 4.930 8.150 0.000 + 3 17.930 8.316 0.000 + 4 21.624 9.439 0.000 + 5 22.880 9.820 0.000 + 6 26.894 9.841 0.000 + 7 27.510 9.850 0.000 + 8 30.370 11.200 0.000 + 9 31.830 11.470 0.000 + 10 32.447 11.505 0.000 + 11 34.120 11.600 0.000 + 12 35.000 11.650 0.000 + 13 37.040 11.550 0.000 + 14 38.048 11.500 0.000 + 15 39.540 11.420 0.000 + 16 45.880 8.880 0.000 + 17 70.420 8.260 0.000 + 18 75.000 8.190 0.000 + 19 0.000 -6.700 0.000 + 20 75.000 -6.700 0.000 + 21 0.000 5.000 0.000 + 22 17.930 5.000 0.000 + 23 27.510 4.800 0.000 + 24 32.500 2.600 0.000 + 25 38.500 2.600 0.000 + 26 45.880 3.500 0.000 + 27 54.100 3.500 0.000 + 28 75.000 3.500 0.000 + 29 0.000 6.500 0.000 + 30 17.930 6.500 0.000 + 31 23.912 6.100 0.000 + 32 27.510 6.100 0.000 + 33 32.500 6.700 0.000 + 34 38.500 6.700 0.000 + 35 44.462 5.563 0.000 + 36 45.880 5.200 0.000 + 37 75.000 5.200 0.000 + 38 19.645 7.309 0.000 + 39 22.000 6.800 0.000 + 40 27.510 6.800 0.000 + 41 28.589 7.227 0.000 + 42 22.000 7.600 0.000 + 43 27.510 7.600 0.000 + 44 45.880 6.000 0.000 + 45 75.000 6.000 0.000 + 46 45.880 6.500 0.000 + 47 50.560 6.500 0.000 + 48 75.000 6.500 0.000 + 49 22.630 9.480 0.000 + 50 26.410 9.630 0.000 + 51 32.447 11.005 0.000 + 52 35.000 11.150 0.000 + 53 37.821 11.018 0.000 + 54 39.729 11.086 0.000 + 55 44.739 8.538 0.000 + 56 45.693 8.489 0.000 + 57 43.416 9.653 0.000 + 58 45.070 8.900 0.000 + 59 31.830 8.332 0.000 + 60 39.540 6.562 0.000 + 61 75.000 8.880 0.000 + 62 0.000 8.062 0.000 + 63 45.880 8.880 0.000 + 64 0.000 -6.700 0.000 + 65 75.000 -6.700 0.000 + 66 0.000 5.435 0.000 + 67 1.000 5.435 0.000 + 68 5.000 5.448 0.000 + 69 17.930 5.435 0.000 + 70 56.000 5.431 0.000 + 71 75.000 5.431 0.000 + 72 0.000 -6.700 0.000 + 73 75.000 -6.700 0.000 +[END OF POINTS] + +[CURVES] + 71 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 38 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 33 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 42 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 41 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 44 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 46 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 49 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 6 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 51 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 14 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 54 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 56 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 16 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 57 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 58 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 16 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 59 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 63 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 61 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 65 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 67 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 68 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 69 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 69 70 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 71 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 72 73 +[END OF CURVES] + +[BOUNDARIES] + 12 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 5 6 7 8 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 9 10 11 12 13 14 15 16 + 3 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 9 10 11 12 13 14 25 26 + 4 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 9 10 11 12 13 27 28 29 + 5 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 9 17 18 19 20 21 13 27 28 29 + 6 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 9 17 22 23 24 21 13 27 28 29 + 7 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 30 31 32 33 34 35 36 37 38 39 + 40 41 42 43 44 45 46 47 48 49 + 50 + 8 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 30 31 32 33 34 35 36 37 38 39 + 40 41 42 43 44 55 56 57 49 50 + 9 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 30 31 32 33 34 35 36 37 38 39 + 40 41 42 43 44 58 49 50 + 10 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 30 31 32 33 34 35 36 37 38 39 + 53 54 59 60 44 58 49 50 + 11 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 30 31 32 51 52 36 37 38 39 53 + 54 59 60 44 58 49 50 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 12 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 12 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 12 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 61 62 63 64 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 65 + 3 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 66 67 68 69 70 + 4 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 71 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 11 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zandondergrond + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + zandtussenlaag + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei, huidig + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + zandtussenlaag + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei, huidig + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + zandtussenlaag + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + klei, nieuw + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + weg + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[END OF RUN IDENTIFICATION TITLES] +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 1 : Zone plot on + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[END OF MSEEPNET] +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[END OF UNIT WEIGHT WATER] +[DEGREE OF CONSOLIDATION] + 11 Number of layers + 11 100 + 10 100 100 + 9 100 100 100 + 8 100 100 100 100 + 7 100 100 100 100 100 + 6 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 100 100 100 100 100 + 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 35.685 60.685 10 X-direction + 11.616 36.616 10 Y-direction + 8.190 4.764 7 Tangent lines + 0.000 0.000 0 no fixed point used +[END OF CIRCLES] +[SPENCER SLIP DATA] + 0 Number of points +[END OF SPENCER SLIP DATA] +[SPENCER SLIP DATA 2] + 0 Number of points +[END OF SPENCER SLIP DATA 2] +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[END OF SPENCER SLIP INTERVAL] +[LINE LOADS] + 0 = number of items +[END OF LINE LOADS] +[UNIFORM LOADS] + 1 = number of items +Verkeersbelasting + 13.30 = magnitude + 37.04 39.54 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[END OF UNIFORM LOADS] +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[END OF EARTH QUAKE] +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 1.50 [m] +[END OF MINIMAL REQUIRED CIRCLE DEPTH] +[SLIP CIRCLE SELECTION] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[END OF SLIP CIRCLE SELECTION] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[END OF START VALUE SAFETY FACTOR] +[REFERENCE LEVEL SU] + 16.000 Excavation gamma above freatic level + 18.000 Excavation gamma below freatic level + 2 number of points + 0.000 -6.700 x y + 75.000 -6.700 x y +[END OF REFERENCE LEVEL SU] + +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[END OF LIFT SLIP DATA] +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 11 - Number of layers + 3 3 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[END OF EXTERNAL WATER LEVELS] +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[END OF MODEL FACTOR] +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 11.47 = Diketable Height [m] + 3.00 = Width top rest profile [m] + 31.83 = X co-ordinate indicating start of zone [m] + 74.99 = Boundary of M.H.W influence at X [m] + 11.64 = Boundary of M.H.W influence at Y [m] + 1.00 = Required safety in zone 1a + 1.00 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[END OF NEWZONE PLOT DATA] +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[END OF REQUESTED CIRCLE SLICES] +[REQUESTED LIFT SLICES] + 50 = number of slices +[END OF REQUESTED LIFT SLICES] +[REQUESTED SPENCER SLICES] + 50 = number of slices +[END OF REQUESTED SPENCER SLICES] +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[End of Input Data] + +[RestProfile] + 8 + 31.83000 11.47000 + 34.83000 11.47000 + 36.36560 11.08610 + 45.51819 6.50981 + 47.55741 6.00000 + 49.15741 5.20000 + 55.95741 3.50000 + 75.00000 -1.26065 +[ZONE RESULTS] +[Column Indication] +X-Centrepoint +Y-Centrepoint +Radius +Stability factor +Zone number +Entry point circle +Rotated angle in radians +Rotated safety +[End of Column Indication] +[Data] + 35.685 14.394 9.630 71.651 1 27.197 0.000000 71.651 + 35.685 14.394 9.630 71.651 1 27.197 0.000000 71.651 + 35.685 14.394 9.059 78.860 1 27.777 0.000000 78.860 + 35.685 14.394 9.059 78.860 1 27.777 0.000000 78.860 + 35.685 14.394 8.488 99.369 1 28.294 0.000000 99.369 + 35.685 14.394 8.488 99.369 1 28.294 0.000000 99.369 + 35.685 14.394 7.917 173.419 1 28.812 0.000000 173.419 + 35.685 14.394 7.917 173.419 1 28.812 0.000000 173.419 + 35.685 14.394 7.346 755.652 1 29.330 0.000000 755.652 + 35.685 14.394 7.346 755.652 1 29.330 0.000000 755.652 + 35.685 14.394 6.775 81.004 1 29.849 0.000000 81.004 + 35.685 14.394 6.775 81.004 1 29.849 0.000000 81.004 + 35.685 14.394 6.204 33.142 1 30.367 0.000000 33.142 + 35.685 14.394 6.204 33.142 1 30.367 0.000000 33.142 + 35.685 17.172 12.408 42.380 1 25.679 0.000000 42.380 + 35.685 17.172 12.408 42.380 1 25.679 0.000000 42.380 + 35.685 17.172 11.837 54.518 1 26.394 0.000000 54.518 + 35.685 17.172 11.837 54.518 1 26.394 0.000000 54.518 + 35.685 17.172 11.266 69.599 1 27.128 0.000000 69.599 + 35.685 17.172 11.266 69.599 1 27.128 0.000000 69.599 + 35.685 17.172 10.695 83.482 1 27.774 0.000000 83.482 + 35.685 17.172 10.695 83.482 1 27.774 0.000000 83.482 + 35.685 17.172 10.124 115.055 1 28.316 0.000000 115.055 + 35.685 17.172 10.124 115.055 1 28.316 0.000000 115.055 + 35.685 17.172 9.553 295.800 1 28.860 0.000000 295.800 + 35.685 17.172 9.553 295.800 1 28.860 0.000000 295.800 + 35.685 17.172 8.982 227.859 1 29.409 0.000000 227.859 + 35.685 17.172 8.982 227.859 1 29.409 0.000000 227.859 + 35.685 19.949 15.185 28.748 1 24.365 0.000000 28.748 + 35.685 19.949 15.185 28.748 1 24.365 0.000000 28.748 + 35.685 19.949 14.614 36.022 1 25.139 0.000000 36.022 + 35.685 19.949 14.614 36.022 1 25.139 0.000000 36.022 + 35.685 19.949 14.043 47.850 1 25.941 0.000000 47.850 + 35.685 19.949 14.043 47.850 1 25.941 0.000000 47.850 + 35.685 19.949 13.472 67.415 1 26.779 0.000000 67.415 + 35.685 19.949 13.472 67.415 1 26.779 0.000000 67.415 + 35.685 19.949 12.901 88.300 1 27.602 0.000000 88.300 + 35.685 19.949 12.901 88.300 1 27.602 0.000000 88.300 + 35.685 19.949 12.330 122.427 1 28.180 0.000000 122.427 + 35.685 19.949 12.330 122.427 1 28.180 0.000000 122.427 + 35.685 19.949 11.759 259.338 1 28.764 0.000000 259.338 + 35.685 19.949 11.759 259.338 1 28.764 0.000000 259.338 + 35.685 22.727 17.963 23.656 1 23.190 0.000000 23.656 + 35.685 22.727 17.963 23.656 1 23.190 0.000000 23.656 + 35.685 22.727 17.392 27.291 1 24.021 0.000000 27.291 + 35.685 22.727 17.392 27.291 1 24.021 0.000000 27.291 + 35.685 22.727 16.821 34.887 1 24.886 0.000000 34.887 + 35.685 22.727 16.821 34.887 1 24.886 0.000000 34.887 + 35.685 22.727 16.250 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0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 +[End of Data] +[End of CUCalculates results} +[End of Dump] + +[CALCULATION TIME] +00:00:01 +[END OF CALCULATION TIME] + +[End of Dump File] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/RAV392.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/RAV392.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/RAV392.STI.sti (revision 2226) @@ -0,0 +1,1333 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 26-01-2015 +TIME : 15:29:46 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 260119\Stabiliteit\Geometries\Gespiegeld\RAV392.STI.sti +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +zanddiep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +l.klbra +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +l.kleibr +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=7.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +kl.br.z +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=2.70 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +KL.SZ +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=1.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zandlos +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +l.kleigr +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=6.60 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +aanvul +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zanddiep +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 27 - Number of geometry points - + 1 60.000 0.000 0.000 + 2 0.000 0.000 0.000 + 3 60.000 4.200 0.000 + 4 49.500 4.200 0.000 + 5 31.000 4.500 0.000 + 6 20.700 4.500 0.000 + 7 10.000 3.500 0.000 + 8 0.000 3.500 0.000 + 9 44.200 5.800 0.000 + 10 44.190 6.300 0.000 + 11 39.700 8.000 0.000 + 12 35.900 9.600 0.000 + 13 31.700 11.100 0.000 + 14 19.200 11.000 0.000 + 15 15.200 9.500 0.000 + 16 13.900 9.000 0.000 + 17 11.900 8.900 0.000 + 18 0.000 7.500 0.000 + 19 17.600 6.500 0.000 + 20 15.400 8.000 0.000 + 21 60.000 6.300 0.000 + 22 18.500 9.700 0.000 + 23 17.800 10.500 0.000 + 24 0.000 10.500 0.000 + 25 44.190 6.300 0.000 + 26 39.700 8.000 0.000 + 27 44.190 6.300 0.000 +[END OF POINTS] + +[CURVES] + 29 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 6 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 20 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 4 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 10 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 11 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 12 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 21 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 26 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 21 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 27 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 6 5 4 3 2 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 11 10 9 8 7 4 3 2 + 3 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 11 10 9 8 14 13 12 2 + 4 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 11 10 9 16 15 13 12 2 + 5 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 11 10 19 18 17 15 13 12 2 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 11 10 19 22 21 20 17 15 13 12 + 2 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 26 25 24 27 23 + 2 - PlLine number + 2 - number of curves on PlLine, next line(s) are curvenumbers + 29 28 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zanddiep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + l.klbra + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + l.kleibr + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + kl.br.z + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + KL.SZ + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + kl.br.z + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Ravenstein hmp 391+70 - gracht +bestaande situatie + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[FORBIDDEN LINES] + 1 - Forbidden lines + 1 + 44.20 5.00 - X1 Y1 + 44.20 6.30 - X2 Y2 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 100 100 + 4 100 100 100 + 3 100 100 100 100 + 2 100 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 20 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 +[CIRCLES] + 40.000 50.000 7 X-direction + 12.000 22.000 7 Y-direction + 8.000 3.000 8 Tangent lines + 60.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 1 = number of items +1 + 12.00 = magnitude + 31.40 11.00 = x and y co-ordinate + -30.00 60.00 = direction & distr angle +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 28.50 31.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 6 +[LIFT SLIP DATA] + 60.000 60.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 60.000 60.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 60.00 = X co-ordinate indicating start of zone [m] + 60.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 60.00 = Left side minimum road [m] + 60.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series007/Dik(dike)_Loc(Grave_348_STBU_bodemopbouw)_Mdl(Bishop)_1996-01-01T00_00_00z1.wmf =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/RAV391V.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/RAV391V.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/RAV391V.STI.sti (revision 2226) @@ -0,0 +1,1424 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 2-2-2015 +TIME : 14:00:47 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 260119\Stabiliteit\Geometries\Gespiegeld\RAV391V.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +zanddiep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.klbr +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=7.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kl.br.z (1) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.70 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klbr.sz +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zandlos +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.klgra +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleigr +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.60 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +aanvul +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zanddiep +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 35 - Number of geometry points - + 1 50.000 7.800 0.000 + 2 49.000 6.000 0.000 + 3 39.200 5.300 0.000 + 4 38.500 5.100 0.000 + 5 37.200 5.300 0.000 + 6 33.800 6.400 0.000 + 7 33.500 7.100 0.000 + 8 32.500 7.200 0.000 + 9 29.700 8.600 0.000 + 10 25.200 11.900 0.000 + 11 17.900 12.000 0.000 + 12 15.100 11.800 0.000 + 13 15.500 11.400 0.000 + 14 13.700 11.100 0.000 + 15 12.600 9.500 0.000 + 16 9.000 8.600 0.000 + 17 0.000 8.000 0.000 + 18 0.000 6.500 0.000 + 19 28.500 9.500 0.000 + 20 10.800 9.500 0.000 + 21 50.000 2.500 0.000 + 22 0.000 2.500 0.000 + 23 9.500 11.500 0.000 + 24 9.400 11.100 0.000 + 25 50.000 7.000 0.000 + 26 32.500 7.000 0.000 + 27 13.500 9.200 0.000 + 28 10.800 9.400 0.000 + 29 12.700 10.500 0.000 + 30 0.000 10.500 0.000 + 31 50.000 9.130 0.000 + 32 32.500 9.500 0.000 + 33 9.000 10.000 0.000 + 34 50.000 -3.000 0.000 + 35 0.000 -3.000 0.000 +[END OF POINTS] + +[CURVES] + 25 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 6 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 6 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 9 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 20 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 19 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 12 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 14 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 26 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 33 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 2 + 2 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 8 7 6 5 4 3 + 3 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 14 13 12 11 10 9 7 6 5 4 + 3 + 4 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 14 13 19 18 17 16 15 11 10 9 + 7 6 5 4 3 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 22 21 20 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 25 24 23 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zanddiep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + l.klbr + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + kl.br.z (1) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klbr.sz + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Ravenstein hm 390.8, pr. 8 +gracht binnendijks, versterkt + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[FORBIDDEN LINES] + 1 - Forbidden lines + 1 + 32.50 1.50 - X1 Y1 + 32.50 7.20 - X2 Y2 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 26.000 34.000 5 X-direction + 11.000 17.000 5 Y-direction + 9.000 7.200 5 Tangent lines + 40.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 21.50 24.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 40.000 40.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 40.000 40.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 40.00 = X co-ordinate indicating start of zone [m] + 40.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 40.00 = Left side minimum road [m] + 40.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm551bi.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm551bi.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm551bi.sti (revision 2226) @@ -0,0 +1,1057 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:54 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\hm551bi.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +zand (2) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (1) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijksmat +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamOvenDry=0.01 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 39 - Number of geometry points - + 1 -50.000 6.800 0.000 + 2 -38.200 6.900 0.000 + 3 -31.800 7.900 0.000 + 4 -25.900 9.110 0.000 + 5 -23.600 9.500 0.000 + 6 -20.300 9.520 0.000 + 7 -18.600 9.800 0.000 + 8 -10.700 9.800 0.000 + 9 -8.200 9.000 0.000 + 10 -3.200 8.900 0.000 + 11 -1.600 9.000 0.000 + 12 1.600 9.000 0.000 + 13 2.400 8.900 0.000 + 14 7.400 5.700 0.000 + 15 9.300 5.700 0.000 + 16 40.000 5.500 0.000 + 17 -35.700 6.700 0.000 + 18 -33.000 7.100 0.000 + 19 -23.700 9.000 0.000 + 20 -20.000 9.000 0.000 + 21 -18.500 9.300 0.000 + 22 -10.800 9.300 0.000 + 23 -8.900 8.700 0.000 + 24 -14.700 5.700 0.000 + 25 -50.000 1.000 0.000 + 26 40.000 1.800 0.000 + 27 -50.000 -13.000 0.000 + 28 40.000 -13.000 0.000 + 29 -50.000 9.110 0.000 + 30 -25.900 9.110 0.000 + 31 -24.900 8.110 0.000 + 32 -12.000 7.700 0.000 + 33 7.400 5.700 0.000 + 34 9.300 5.700 0.000 + 35 40.000 5.500 0.000 + 36 -50.000 8.900 0.000 + 37 -38.200 8.820 0.000 + 38 7.400 8.480 0.000 + 39 40.000 8.000 0.000 +[END OF POINTS] + +[CURVES] + 37 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 9 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 14 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 +[END OF CURVES] + +[BOUNDARIES] + 6 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 28 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 27 + 2 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 1 16 24 26 14 15 + 3 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 1 16 24 25 23 9 10 11 12 13 + 14 15 + 4 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 1 16 17 18 19 20 21 22 23 9 + 10 11 12 13 14 15 + 5 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 6 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 6 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 6 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 29 30 31 32 33 34 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 35 36 37 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 5 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (2) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + dijksmat + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + zand (2) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + dijksmat + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-361580, Detailonderzoek Maasdijken +Vak C, hmp 551, binnenwaartse stab. + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 5 Number of layers + 5 100 + 4 100 100 + 3 100 100 100 + 2 100 100 100 100 + 1 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 +[CIRCLES] + 5.110 5.110 1 X-direction + 24.890 24.890 1 Y-direction + 1.630 1.630 1 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 6 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 5 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series004/Dik(dike)_Loc(DEM340V)_Mdl(Bishop)_1996-01-01T00_00_00.std =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series004/Dik(dike)_Loc(DEM340V)_Mdl(Bishop)_1996-01-01T00_00_00.std (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series004/Dik(dike)_Loc(DEM340V)_Mdl(Bishop)_1996-01-01T00_00_00.std (revision 2226) @@ -0,0 +1,6015 @@ +Dump file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 27-03-2019 +TIME : 13:46:24 +FILENAME : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series004\Dik(dike)_Loc(DEM340V)_Mdl(Bishop)_1996-01-01T00_00_00.std +CREATED BY : D-Geo Stability version 18.1.1.3 +========================== BEGINNING OF DATA ========================== +[Input Data] +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1001 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +wl_zanddiep +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=1 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +l.kleigr +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=6.60 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +l.klgra +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +l.kleibr +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=7.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +kl.br.z (5) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=2.70 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_klei +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=1.00 +SoilPhi=27.50 +SoilDilatancy=27.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 44 - Number of geometry points - + 1 0.000 7.300 0.000 + 2 8.500 7.300 0.000 + 3 18.500 7.900 0.000 + 4 25.500 11.000 0.000 + 5 32.000 10.700 0.000 + 6 33.500 10.700 0.000 + 7 36.000 10.700 0.000 + 8 39.800 9.900 0.000 + 9 45.600 6.700 0.000 + 10 50.700 6.000 0.000 + 11 53.000 5.000 0.000 + 12 56.500 4.900 0.000 + 13 58.500 5.300 0.000 + 14 60.500 6.800 0.000 + 15 70.000 6.800 0.000 + 16 0.000 -3.000 0.000 + 17 70.000 -3.000 0.000 + 18 0.000 4.000 0.000 + 19 15.000 4.000 0.000 + 20 22.000 2.500 0.000 + 21 37.000 2.500 0.000 + 22 50.000 1.500 0.000 + 23 70.000 1.500 0.000 + 24 23.000 7.000 0.000 + 25 33.000 7.000 0.000 + 26 45.400 5.500 0.000 + 27 33.000 8.500 0.000 + 28 25.500 6.490 0.000 + 29 36.000 5.800 0.000 + 30 70.000 5.000 0.000 + 31 0.000 7.300 0.000 + 32 8.500 7.300 0.000 + 33 45.600 6.700 0.000 + 34 53.000 5.000 0.000 + 35 0.000 -3.000 0.000 + 36 70.000 -3.000 0.000 + 37 0.000 5.435 0.000 + 38 1.000 5.435 0.000 + 39 2.000 5.448 0.000 + 40 8.500 5.435 0.000 + 41 52.000 5.431 0.000 + 42 70.000 5.431 0.000 + 43 0.000 -3.000 0.000 + 44 70.000 -3.000 0.000 +[END OF POINTS] + +[CURVES] + 40 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 24 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 22 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 11 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 27 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 9 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 33 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 30 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 +[END OF CURVES] + +[BOUNDARIES] + 6 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 5 6 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 7 8 9 10 11 12 6 + 3 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 7 8 9 10 11 13 14 15 16 17 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 7 8 18 19 20 21 14 15 16 17 + 5 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 7 8 22 23 24 27 25 26 20 21 + 14 15 16 17 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 6 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 6 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 6 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 33 28 29 30 31 32 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 34 + 3 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 35 36 37 38 39 + 4 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 40 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 5 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zanddiep + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + l.kleigr + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + l.klgra + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + l.kleibr + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + kl.br.z (5) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[END OF RUN IDENTIFICATION TITLES] +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 1 : Zone plot on + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[END OF MSEEPNET] +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[END OF UNIT WEIGHT WATER] +[DEGREE OF CONSOLIDATION] + 5 Number of layers + 5 100 + 4 100 100 + 3 100 100 100 + 2 100 100 100 100 + 1 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 30.750 55.750 10 X-direction + 10.758 35.758 10 Y-direction + 4.900 -0.958 13 Tangent lines + 0.000 0.000 0 no fixed point used +[END OF CIRCLES] +[SPENCER SLIP DATA] + 0 Number of points +[END OF SPENCER SLIP DATA] +[SPENCER SLIP DATA 2] + 0 Number of points +[END OF SPENCER SLIP DATA 2] +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[END OF SPENCER SLIP INTERVAL] +[LINE LOADS] + 0 = number of items +[END OF LINE LOADS] +[UNIFORM LOADS] + 1 = number of items +Verkeersbelasting + 13.30 = magnitude + 33.50 36.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[END OF UNIFORM LOADS] +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[END OF EARTH QUAKE] +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 1.50 [m] +[END OF MINIMAL REQUIRED CIRCLE DEPTH] +[SLIP CIRCLE SELECTION] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[END OF SLIP CIRCLE SELECTION] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[END OF START VALUE SAFETY FACTOR] +[REFERENCE LEVEL SU] + 16.000 Excavation gamma above freatic level + 18.000 Excavation gamma below freatic level + 2 number of points + 0.000 -3.000 x y + 70.000 -3.000 x y +[END OF REFERENCE LEVEL SU] + +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[END OF LIFT SLIP DATA] +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 5 - Number of layers + 3 3 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[END OF EXTERNAL WATER LEVELS] +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[END OF MODEL FACTOR] +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 11.00 = Diketable Height [m] + 3.00 = Width top rest profile [m] + 25.50 = X co-ordinate indicating start of zone [m] + 69.99 = Boundary of M.H.W influence at X [m] + 10.99 = Boundary of M.H.W influence at Y [m] + 1.00 = Required safety in zone 1a + 1.00 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[END OF NEWZONE PLOT DATA] +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[END OF REQUESTED CIRCLE SLICES] +[REQUESTED LIFT SLICES] + 50 = number of slices +[END OF REQUESTED LIFT SLICES] +[REQUESTED SPENCER SLICES] + 50 = number of slices +[END OF REQUESTED SPENCER SLICES] +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[End of Input Data] + +[RestProfile] + 7 + 25.50000 11.00000 + 28.50000 11.00000 + 28.50000 10.86154 + 33.31231 8.45538 + 37.25172 6.48568 + 46.71818 1.75245 + 65.72797 -3.00000 +[ZONE RESULTS] +[Column Indication] +X-Centrepoint +Y-Centrepoint +Radius +Stability factor +Zone number +Entry point circle +Rotated angle in radians +Rotated safety +[End of Column Indication] +[Data] + 30.750 10.758 6.346 82.163 1 24.408 0.000000 82.163 + 30.750 10.758 6.346 82.163 1 24.408 0.000000 82.163 + 30.750 10.758 5.858 59.381 1 24.892 0.000000 59.381 + 30.750 10.758 5.858 59.381 1 24.892 0.000000 59.381 + 30.750 13.536 14.494 61.214 1 17.424 0.000000 61.214 + 30.750 13.536 14.494 61.214 1 17.424 0.000000 61.214 + 30.750 13.536 14.006 54.465 1 17.943 0.000000 54.465 + 30.750 13.536 14.006 54.465 1 17.943 0.000000 54.465 + 30.750 16.314 17.272 137.941 1 15.759 0.000000 137.941 + 30.750 16.314 17.272 137.941 1 15.759 0.000000 137.941 + 30.750 16.314 16.783 88.919 1 16.305 0.000000 88.919 + 30.750 16.314 16.783 88.919 1 16.305 0.000000 88.919 + 30.750 16.314 16.295 67.808 1 16.855 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0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 +[End of Data] +[End of CUCalculates results} +[End of Dump] + +[CALCULATION TIME] +00:00:01 +[END OF CALCULATION TIME] + +[End of Dump File] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series002/Dik(dike)_Loc(333)_Mdl(Bishop)_1996-01-01T00_00_00.sti.xml =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series002/Dik(dike)_Loc(333)_Mdl(Bishop)_1996-01-01T00_00_00.sti.xml (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series002/Dik(dike)_Loc(333)_Mdl(Bishop)_1996-01-01T00_00_00.sti.xml (revision 2226) @@ -0,0 +1,72 @@ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ No newline at end of file Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 0.0.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 0.0.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 0.0.sti (revision 2226) @@ -0,0 +1,1074 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 10:46:22 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150303\Stabiliteit\Geometries\Keent 0.0.sti +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +Wegmateriaal +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=22.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand-tussen +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Huidige klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand-diep +SoilColor=65535 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei nieuw +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand-diep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 42 - Number of geometry points - + 1 62.409 5.800 0.000 + 2 0.000 5.800 0.000 + 3 77.735 4.500 0.000 + 4 72.315 4.500 0.000 + 5 135.000 4.500 0.000 + 6 77.933 3.500 0.000 + 7 72.094 3.500 0.000 + 8 0.000 5.000 0.000 + 9 99.294 3.875 0.000 + 10 99.301 3.875 0.000 + 11 135.000 8.720 0.000 + 12 109.700 8.850 0.000 + 13 99.341 8.760 0.000 + 14 91.400 9.300 0.000 + 15 89.550 9.820 0.000 + 16 82.600 10.010 0.000 + 17 77.500 11.850 0.000 + 18 75.000 11.990 0.000 + 19 73.300 11.880 0.000 + 20 69.550 11.250 0.000 + 21 62.550 9.220 0.000 + 22 56.300 9.000 0.000 + 23 43.000 8.750 0.000 + 24 21.700 8.400 0.000 + 25 0.000 8.300 0.000 + 26 77.735 8.000 0.000 + 27 72.315 8.000 0.000 + 28 62.550 7.700 0.000 + 29 50.460 7.700 0.000 + 30 0.000 7.700 0.000 + 31 135.000 -10.000 0.000 + 32 0.000 -10.000 0.000 + 33 135.000 7.700 0.000 + 34 99.273 7.722 0.000 + 35 91.364 8.924 0.000 + 36 70.600 11.330 0.000 + 37 0.000 11.330 0.000 + 38 96.416 9.550 0.000 + 39 91.450 10.100 0.000 + 40 62.550 11.040 0.000 + 41 77.381 10.880 0.000 + 42 82.503 9.604 0.000 +[END OF POINTS] + +[CURVES] + 39 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 9 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 13 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 33 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 40 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 41 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 35 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 29 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 8 7 6 5 4 + 2 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 1 3 2 9 5 4 + 3 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 11 10 + 4 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 23 22 21 20 19 18 17 16 15 14 + 13 12 11 10 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 32 37 39 38 31 30 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 36 35 34 33 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand-diep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Zand-tussen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijkring 36a, Keent +Profiel 0 +Huidige situatie +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 100 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 79.630 82.894 10 X-direction + 16.644 20.306 10 Y-direction + 9.397 4.397 11 Tangent lines + 75.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeer + 13.30 = magnitude + 74.02 76.52 = xstart and xend + 30.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 75.000 75.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 75.000 75.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 0 0 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 75.00 = X co-ordinate indicating start of zone [m] + 75.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 75.00 = Left side minimum road [m] + 75.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hn931bi1.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hn931bi1.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hn931bi1.sti (revision 2226) @@ -0,0 +1,1238 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:53 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\hn931bi1.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +zand (2) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=19.00 +SoilDilatancy=19.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +veen +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamOvenDry=0.01 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijksmat +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamOvenDry=0.01 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (2) +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 57 - Number of geometry points - + 1 0.000 -13.000 0.000 + 2 90.000 -13.000 0.000 + 3 0.000 0.500 0.000 + 4 29.000 0.500 0.000 + 5 48.000 -1.500 0.000 + 6 90.000 -1.500 0.000 + 7 0.000 1.000 0.000 + 8 29.000 1.000 0.000 + 9 45.000 0.000 0.000 + 10 48.000 -0.500 0.000 + 11 90.000 -0.500 0.000 + 12 90.000 0.000 0.000 + 13 70.000 1.500 0.000 + 14 75.200 1.590 0.000 + 15 77.200 0.400 0.000 + 16 79.200 0.500 0.000 + 17 80.380 1.590 0.000 + 18 90.000 1.650 0.000 + 19 0.000 3.800 0.000 + 20 11.400 4.000 0.000 + 21 13.000 4.200 0.000 + 22 16.100 4.200 0.000 + 23 18.600 4.300 0.000 + 24 21.800 4.200 0.000 + 25 22.600 4.200 0.000 + 26 23.100 3.700 0.000 + 27 23.700 3.800 0.000 + 28 24.400 4.200 0.000 + 29 32.000 4.500 0.000 + 30 37.200 6.400 0.000 + 31 38.400 6.500 0.000 + 32 39.300 6.600 0.000 + 33 40.000 6.600 0.000 + 34 40.800 6.500 0.000 + 35 41.600 6.400 0.000 + 36 46.500 4.200 0.000 + 37 54.300 4.000 0.000 + 38 63.300 3.900 0.000 + 39 72.300 3.500 0.000 + 40 66.500 3.800 0.000 + 41 69.000 3.600 0.000 + 42 66.510 4.000 0.000 + 43 68.990 3.800 0.000 + 44 0.000 5.400 0.000 + 45 34.500 5.400 0.000 + 46 35.000 4.900 0.000 + 47 75.300 1.580 0.000 + 48 80.380 1.580 0.000 + 49 90.000 1.580 0.000 + 50 2.000 5.400 0.000 + 51 32.000 5.050 0.000 + 52 49.100 4.870 0.000 + 53 75.000 3.200 0.000 + 54 90.000 3.200 0.000 + 55 34.500 5.400 0.000 + 56 75.200 1.590 0.000 + 57 80.380 1.590 0.000 +[END OF POINTS] + +[CURVES] + 52 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 9 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 12 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 13 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 45 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 30 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 40 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 39 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 14 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 42 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 41 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 50 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 55 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 46 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 56 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 57 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 49 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 2 5 6 7 + 3 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 2 5 8 + 4 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 9 10 11 12 13 14 15 + 5 - Boundary number + 28 - number of curves on boundary, next line(s) are curvenumbers + 16 17 18 19 20 21 22 23 24 25 + 26 27 28 29 30 31 32 33 34 35 + 36 37 38 39 12 13 14 15 + 6 - Boundary number + 30 - number of curves on boundary, next line(s) are curvenumbers + 16 17 18 19 20 21 22 23 24 25 + 26 27 28 29 30 31 32 33 34 35 + 36 40 41 42 38 39 12 13 14 15 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 43 44 45 46 47 48 + 2 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 43 49 50 51 52 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (2) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + dijksmat + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + verkeer + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-361580, Detailonderzoek Maasdijken +Vak F, hmp 931, binnenwaartse stab. dijk + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 0 100 + 4 0 100 100 + 3 0 100 100 100 + 2 0 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 +[CIRCLES] + 46.000 46.000 1 X-direction + 9.440 9.440 1 Y-direction + 3.000 3.000 1 Tangent lines + 40.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 6 +[LIFT SLIP DATA] + 40.000 40.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 40.000 40.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 40.00 = X co-ordinate indicating start of zone [m] + 40.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 40.00 = Left side minimum road [m] + 40.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series007/Dik(dike)_Loc(Grave_348_STBU_bodemopbouw)_Mdl(Bishop)_1996-01-01T00_00_00.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series007/Dik(dike)_Loc(Grave_348_STBU_bodemopbouw)_Mdl(Bishop)_1996-01-01T00_00_00.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series007/Dik(dike)_Loc(Grave_348_STBU_bodemopbouw)_Mdl(Bishop)_1996-01-01T00_00_00.sti (revision 2226) @@ -0,0 +1,1077 @@ +Input file for DGSMstabDAM : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 27-03-2019 +TIME : 13:46:44 +FILENAME : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\.\mstabfiles\Series007\Dik(dike)_Loc(Grave_348_STBU_bodemopbouw)_Mdl(Bishop)_1996-01-01T00_00_00.sti +CREATED BY : DGeoStability version 15.1.2.4 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1004 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +wl_Zand diep +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=1 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Huidige klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand tussen (1) +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=1.21 +SoilPhi=26.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei nieuw (1) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_klei +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=1.00 +SoilPhi=27.50 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 56 - Number of geometry points - + 1 0.000 6.019 0.000 + 2 15.677 5.879 0.000 + 3 27.121 5.948 0.000 + 4 50.109 6.402 0.000 + 5 50.262 6.405 0.000 + 6 50.646 6.413 0.000 + 7 50.852 6.417 0.000 + 8 66.167 11.748 0.000 + 9 69.340 11.863 0.000 + 10 70.029 11.838 0.000 + 11 72.529 11.749 0.000 + 12 81.259 8.795 0.000 + 13 99.045 7.981 0.000 + 14 107.247 8.066 0.000 + 15 109.247 8.066 0.000 + 16 115.982 7.789 0.000 + 17 124.605 7.789 0.000 + 18 132.000 7.443 0.000 + 19 132.340 7.443 0.000 + 20 0.000 -5.839 0.000 + 21 132.340 -5.676 0.000 + 22 0.000 4.000 0.000 + 23 31.301 4.000 0.000 + 24 53.839 3.900 0.000 + 25 65.884 2.800 0.000 + 26 109.410 2.693 0.000 + 27 132.340 2.636 0.000 + 28 66.167 3.500 0.000 + 29 81.259 4.000 0.000 + 30 92.914 4.000 0.000 + 31 98.875 4.000 0.000 + 32 109.410 5.185 0.000 + 33 66.167 5.000 0.000 + 34 72.833 5.442 0.000 + 35 81.259 6.000 0.000 + 36 98.957 6.000 0.000 + 37 109.410 5.210 0.000 + 38 53.825 6.475 0.000 + 39 108.225 6.963 0.000 + 40 132.340 6.919 0.000 + 41 0.000 7.000 0.000 + 42 52.527 7.000 0.000 + 43 66.167 5.152 0.000 + 44 72.529 5.500 0.000 + 45 132.340 8.795 0.000 + 46 81.259 8.795 0.000 + 47 132.340 -5.839 0.000 + 48 0.000 -5.839 0.000 + 49 0.000 5.435 0.000 + 50 1.000 5.435 0.000 + 51 38.000 5.448 0.000 + 52 50.852 5.435 0.000 + 53 90.000 5.431 0.000 + 54 132.340 5.431 0.000 + 55 132.340 -5.839 0.000 + 56 0.000 -5.839 0.000 +[END OF POINTS] + +[CURVES] + 52 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 28 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 26 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 33 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 32 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 38 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 8 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 39 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 46 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 55 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 5 6 + 2 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 2 3 7 8 9 10 11 12 6 + 3 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 2 3 13 14 15 16 17 18 12 6 + 4 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 19 20 21 22 23 24 25 26 27 39 + 40 28 29 30 31 + 5 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 19 20 21 22 23 24 25 26 27 39 + 40 28 29 33 34 35 36 37 38 + 6 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 19 20 21 22 23 24 32 27 39 40 + 28 29 33 34 35 36 37 38 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 41 42 43 44 45 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 46 + 3 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 47 48 49 50 51 + 4 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 52 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand diep + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Huidige klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Zand tussen (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Zand tussen (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Klei nieuw (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 1 : Zone plot on + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 100 100 + 4 100 100 100 + 3 100 100 100 100 + 2 100 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 +[CIRCLES] + 69.348 94.348 10 X-direction + 11.863 36.863 10 Y-direction + 7.443 3.023 9 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeersbelasting + 13.30 = magnitude + 70.03 72.53 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 1.50 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + -1 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 3 3 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[WATER PRESSURE ON HORIZONTAL BAR] + 0 Use water pressure on horizontal bar +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 11.75 = Diketable Height [m] + 3.00 = Width top rest profile [m] + 66.17 = X co-ordinate indicating start of zone [m] + 132.33 = Boundary of M.H.W influence at X [m] + 11.85 = Boundary of M.H.W influence at Y [m] + 1.00 = Required safety in zone 1a + 1.00 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/324+31.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/324+31.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/324+31.sti (revision 2226) @@ -0,0 +1,1520 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 23-1-2017 +TIME : 8:54:38 +FILENAME : \\tsclient\W\WK\4. Projecten\1. DAM\3. 2015\1. PWK\Stabiliteit\Geometries\324+31.sti +CREATED BY : D-Geo Stability version 15.1.2.4 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1004 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +zandondergrond +SoilColor=65535 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zandtussenlaag +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=25.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, huidig +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, nieuw +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +weg +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=22.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zandondergrond +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 111 - Number of geometry points - + 1 0.000 9.820 0.000 + 2 0.000 5.450 0.000 + 3 0.000 4.450 0.000 + 4 90.000 8.190 0.000 + 5 0.000 7.079 0.000 + 6 0.000 5.950 0.000 + 7 90.000 6.960 0.000 + 8 85.000 7.070 0.000 + 9 81.000 7.180 0.000 + 10 77.000 7.170 0.000 + 11 69.090 8.280 0.000 + 12 68.200 8.400 0.000 + 13 64.830 8.560 0.000 + 14 64.260 8.590 0.000 + 15 57.150 11.430 0.000 + 16 54.950 11.790 0.000 + 17 54.000 11.810 0.000 + 18 50.000 11.990 0.000 + 19 48.469 11.871 0.000 + 20 45.000 11.600 0.000 + 21 42.365 10.613 0.000 + 22 40.285 9.834 0.000 + 23 34.369 7.620 0.000 + 24 33.888 7.440 0.000 + 25 28.930 6.998 0.000 + 26 26.351 6.770 0.000 + 27 7.495 6.393 0.000 + 28 5.156 6.345 0.000 + 29 0.000 6.335 0.000 + 30 69.035 7.958 0.000 + 31 68.239 8.040 0.000 + 32 64.253 8.273 0.000 + 33 64.000 8.261 0.000 + 34 59.568 10.077 0.000 + 35 57.184 11.054 0.000 + 36 59.020 10.182 0.000 + 37 63.058 8.265 0.000 + 38 62.780 8.397 0.000 + 39 61.678 8.920 0.000 + 40 53.896 11.360 0.000 + 41 50.008 11.564 0.000 + 42 48.501 11.495 0.000 + 43 55.190 10.917 0.000 + 44 52.542 11.000 0.000 + 45 48.548 11.000 0.000 + 46 59.707 8.307 0.000 + 47 56.176 8.039 0.000 + 48 53.492 7.674 0.000 + 49 51.259 7.500 0.000 + 50 50.408 7.500 0.000 + 51 48.630 7.500 0.000 + 52 42.863 7.597 0.000 + 53 90.000 6.200 0.000 + 54 76.888 6.200 0.000 + 55 64.807 6.200 0.000 + 56 63.927 6.200 0.000 + 57 61.583 6.509 0.000 + 58 58.975 6.771 0.000 + 59 55.818 6.993 0.000 + 60 51.304 7.036 0.000 + 61 28.930 6.843 0.000 + 62 28.930 6.358 0.000 + 63 28.930 5.561 0.000 + 64 26.361 5.277 0.000 + 65 20.263 4.964 0.000 + 66 16.822 4.856 0.000 + 67 16.124 4.440 0.000 + 68 12.562 4.477 0.000 + 69 11.641 4.729 0.000 + 70 10.415 5.000 0.000 + 71 9.791 5.235 0.000 + 72 8.146 6.065 0.000 + 73 48.512 7.014 0.000 + 74 45.292 6.775 0.000 + 75 42.114 6.290 0.000 + 76 38.362 5.470 0.000 + 77 34.890 5.000 0.000 + 78 31.301 5.000 0.000 + 79 0.000 5.000 0.000 + 80 90.000 4.990 0.000 + 81 74.290 4.990 0.000 + 82 69.100 4.930 0.000 + 83 63.848 4.930 0.000 + 84 60.901 5.507 0.000 + 85 52.499 5.884 0.000 + 86 44.849 5.530 0.000 + 87 40.387 4.539 0.000 + 88 35.571 3.689 0.000 + 89 17.793 3.476 0.000 + 90 11.915 2.980 0.000 + 91 4.974 3.335 0.000 + 92 0.000 3.405 0.000 + 93 90.000 -6.700 0.000 + 94 0.000 -6.700 0.000 + 95 90.000 6.960 0.000 + 96 85.000 7.070 0.000 + 97 81.000 7.180 0.000 + 98 77.000 7.170 0.000 + 99 69.090 8.280 0.000 + 100 68.200 8.400 0.000 + 101 64.260 8.590 0.000 + 102 54.950 10.360 0.000 + 103 45.310 10.850 0.000 + 104 44.360 11.350 0.000 + 105 0.000 11.360 0.000 + 106 90.000 7.520 0.000 + 107 77.000 7.900 0.000 + 108 64.260 7.900 0.000 + 109 33.888 10.490 0.000 + 110 10.000 11.360 0.000 + 111 44.630 11.460 0.000 +[END OF POINTS] + +[CURVES] + 110 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 111 20 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 111 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 11 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 31 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 14 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 35 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 34 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 33 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 39 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 17 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 42 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 36 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 43 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 45 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 38 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 51 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 52 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 54 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 55 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 56 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 57 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 58 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 59 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 60 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 25 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 61 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 62 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 63 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 64 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 65 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 66 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 67 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 69 68 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 69 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 71 70 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 72 71 + 74 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 72 + 75 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 73 60 + 76 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 74 73 + 77 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 75 74 + 78 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 76 75 + 79 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 77 76 + 80 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 78 77 + 81 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 78 + 82 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 79 70 + 83 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 81 80 + 84 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 82 81 + 85 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 83 82 + 86 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 84 83 + 87 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 85 84 + 88 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 86 85 + 89 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 87 86 + 90 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 88 87 + 91 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 89 88 + 92 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 90 89 + 93 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 91 90 + 94 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 92 91 + 95 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 94 93 + 96 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 96 95 + 97 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 97 96 + 98 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 98 97 + 99 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 99 98 + 100 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 100 99 + 101 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 101 100 + 102 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 102 101 + 103 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 103 102 + 104 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 104 103 + 105 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 105 104 + 106 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 107 106 + 107 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 108 107 + 108 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 109 108 + 109 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 110 109 + 110 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 105 110 +[END OF CURVES] + +[BOUNDARIES] + 14 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 95 + 1 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 94 93 92 91 90 89 88 87 86 85 + 84 83 + 2 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 82 71 70 69 68 67 81 80 79 78 + 77 76 75 60 59 58 57 56 55 54 + 3 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 23 22 74 73 72 71 70 69 68 67 + 81 80 79 78 77 76 75 60 59 58 + 57 56 55 54 + 4 - Boundary number + 28 - number of curves on boundary, next line(s) are curvenumbers + 23 22 74 73 72 71 70 69 68 67 + 66 65 64 63 62 19 18 53 52 51 + 61 60 59 58 57 56 55 54 + 5 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 23 22 21 20 19 18 53 52 51 61 + 60 59 58 57 56 55 54 + 6 - Boundary number + 27 - number of curves on boundary, next line(s) are curvenumbers + 23 22 21 20 19 18 53 52 51 50 + 49 48 47 46 35 34 28 27 7 6 + 26 25 24 4 3 2 1 + 7 - Boundary number + 27 - number of curves on boundary, next line(s) are curvenumbers + 23 22 21 20 19 18 17 16 45 44 + 43 42 37 36 35 34 28 27 7 6 + 26 25 24 4 3 2 1 + 8 - Boundary number + 34 - number of curves on boundary, next line(s) are curvenumbers + 23 22 21 20 19 18 17 16 15 14 + 13 41 40 39 38 10 9 31 33 37 + 36 35 34 28 27 7 6 26 25 24 + 4 3 2 1 + 9 - Boundary number + 32 - number of curves on boundary, next line(s) are curvenumbers + 23 22 21 20 19 18 17 16 15 14 + 13 12 11 10 9 31 33 37 36 35 + 34 28 27 7 6 26 25 24 4 3 + 2 1 + 10 - Boundary number + 30 - number of curves on boundary, next line(s) are curvenumbers + 23 22 21 20 19 18 17 16 15 14 + 13 12 11 10 9 31 33 32 29 28 + 27 7 6 26 25 24 4 3 2 1 + 11 - Boundary number + 29 - number of curves on boundary, next line(s) are curvenumbers + 23 22 21 20 19 18 17 16 15 14 + 13 12 11 10 9 31 30 29 28 27 + 7 6 26 25 24 4 3 2 1 + 12 - Boundary number + 25 - number of curves on boundary, next line(s) are curvenumbers + 23 22 21 20 19 18 17 16 15 14 + 13 12 11 10 9 8 7 6 26 25 + 24 4 3 2 1 + 13 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 23 22 21 20 19 18 17 16 15 14 + 13 12 11 10 9 8 7 6 5 4 + 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 14 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 14 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 14 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 10 - number of curves on PlLine, next line(s) are curvenumbers + 105 104 103 102 101 100 99 98 97 96 + 2 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 110 109 108 107 106 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 13 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zandondergrond + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + zandtussenlaag + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + zandtussenlaag + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + weg + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer + 13 - Layer number, next line is material of layer + weg + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 13 - Boundarynumber at top of layer + 12 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijkverbetering Keent/Grave +Profiel 324 + 31 +Huidige situatie +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 1 : Zone plot on + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[FORBIDDEN LINES] + 1 - Forbidden lines + 1 + 59.20 10.84 - X1 Y1 + 54.20 10.84 - X2 Y2 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 13 Number of layers + 13 100 + 12 100 100 + 11 100 100 100 + 10 100 100 100 100 + 9 100 100 100 100 100 + 8 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 0 0 0 0 100 0 100 0 + 0 0 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 +[CIRCLES] + 57.654 62.654 11 X-direction + 28.316 33.316 11 Y-direction + 8.660 5.660 13 Tangent lines + 50.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 51.47 53.97 = xstart and xend + 30.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 8 +[LIFT SLIP DATA] + 50.000 50.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 50.000 50.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 13 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[WATER PRESSURE ON HORIZONTAL BAR] + 0 Use water pressure on horizontal bar +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 11.60 = Diketable Height [m] + 3.00 = Width top rest profile [m] + 45.00 = X co-ordinate indicating start of zone [m] + 54.95 = Boundary of M.H.W influence at X [m] + 8.59 = Boundary of M.H.W influence at Y [m] + 1.08 = Required safety in zone 1a + 1.08 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 50.00 = Left side minimum road [m] + 50.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00z2.jpg =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00z2.jpg (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00z2.jpg (revision 2226) @@ -0,0 +1,22697 @@ +����JFIF��C��C����"�� + ���}!1AQa"q2���#B��R��$3br� +%&'()*456789:CDEFGHIJSTUVWXYZcdefghijstuvwxyz��������������������������������������������������������������������������� + ���w!1AQaq"2�B���� #3R�br� +$4�%�&'()*56789:CDEFGHIJSTUVWXYZcdefghijstuvwxyz�������������������������������������������������������������������������� 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+SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zandtussenlaag +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=25.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, huidig +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, nieuw +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +weg +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=22.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zandondergrond +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 69 - Number of geometry points - + 1 50.560 6.500 0.000 + 2 45.880 6.500 0.000 + 3 38.500 6.700 0.000 + 4 32.500 6.700 0.000 + 5 28.589 7.227 0.000 + 6 27.510 7.600 0.000 + 7 22.000 7.600 0.000 + 8 19.645 7.309 0.000 + 9 17.930 6.500 0.000 + 10 0.000 6.500 0.000 + 11 75.000 6.000 0.000 + 12 45.880 6.000 0.000 + 13 44.462 5.563 0.000 + 14 75.000 6.500 0.000 + 15 75.000 8.190 0.000 + 16 70.420 8.260 0.000 + 17 45.880 8.880 0.000 + 18 39.540 11.420 0.000 + 19 38.048 11.500 0.000 + 20 35.000 11.650 0.000 + 21 32.447 11.505 0.000 + 22 31.830 11.470 0.000 + 23 30.370 11.200 0.000 + 24 27.510 9.850 0.000 + 25 26.894 9.841 0.000 + 26 22.880 9.820 0.000 + 27 21.624 9.439 0.000 + 28 17.930 8.316 0.000 + 29 4.930 8.150 0.000 + 30 0.000 8.062 0.000 + 31 45.070 8.900 0.000 + 32 43.416 9.653 0.000 + 33 45.693 8.489 0.000 + 34 44.739 8.538 0.000 + 35 39.729 11.086 0.000 + 36 37.821 11.018 0.000 + 37 35.000 11.150 0.000 + 38 32.447 11.005 0.000 + 39 26.410 9.630 0.000 + 40 22.630 9.480 0.000 + 41 75.000 5.200 0.000 + 42 45.880 5.200 0.000 + 43 27.510 6.800 0.000 + 44 22.000 6.800 0.000 + 45 27.510 6.100 0.000 + 46 23.912 6.100 0.000 + 47 75.000 3.500 0.000 + 48 54.100 3.500 0.000 + 49 45.880 3.500 0.000 + 50 38.500 2.600 0.000 + 51 32.500 2.600 0.000 + 52 27.510 4.800 0.000 + 53 17.930 5.000 0.000 + 54 0.000 5.000 0.000 + 55 75.000 -6.700 0.000 + 56 0.000 -6.700 0.000 + 57 75.000 8.190 0.000 + 58 70.420 8.260 0.000 + 59 45.880 8.880 0.000 + 60 39.540 10.350 0.000 + 61 32.240 10.850 0.000 + 62 31.240 11.350 0.000 + 63 0.000 11.350 0.000 + 64 75.000 8.790 0.000 + 65 58.510 9.070 0.000 + 66 45.880 9.070 0.000 + 67 27.510 10.150 0.000 + 68 5.000 11.350 0.000 + 69 34.120 11.600 0.000 +[END OF POINTS] + +[CURVES] + 70 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 69 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 69 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 17 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 17 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 35 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 19 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 38 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 25 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 40 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 42 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 5 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 43 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 44 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 4 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 46 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 51 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 52 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 55 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 57 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 58 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 59 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 60 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 61 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 62 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 64 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 65 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 66 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 67 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 68 +[END OF CURVES] + +[BOUNDARIES] + 12 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 59 + 1 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 58 57 56 55 54 53 52 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 9 51 50 49 3 12 45 44 + 3 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 9 8 48 47 46 4 3 12 45 44 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 9 8 7 6 5 4 3 12 45 44 + 5 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 9 8 7 6 5 4 3 12 11 10 + 6 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 9 8 7 6 5 4 3 2 1 13 + 7 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 29 28 27 43 42 41 24 23 22 21 + 40 39 38 37 17 36 35 34 33 15 + 14 + 8 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 29 28 27 26 25 24 23 22 21 40 + 39 38 37 17 36 35 34 33 15 14 + 9 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 29 28 27 26 25 24 23 22 21 20 + 19 18 17 36 35 34 33 15 14 + 10 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 29 28 27 26 25 24 23 22 21 20 + 19 18 17 32 31 30 15 14 + 11 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 29 28 27 26 25 24 23 22 21 20 + 19 18 17 16 15 14 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 12 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 12 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 12 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 65 64 63 62 61 60 + 2 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 70 69 68 67 66 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 11 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zandondergrond + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + zandtussenlaag + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + zandtussenlaag + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei, huidig + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + zandtussenlaag + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + weg + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijkverbetering Keent/Grave +Profiel 337 +Huidige situatie +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 1 : Zone plot on + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[FORBIDDEN LINES] + 1 - Forbidden lines + 1 + 41.41 11.32 - X1 Y1 + 38.41 11.32 - X2 Y2 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 11 Number of layers + 11 100 + 10 100 100 + 9 100 100 100 + 8 100 100 100 100 + 7 100 100 100 100 100 + 6 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 0 100 0 100 0 0 100 0 + 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 +[CIRCLES] + 41.658 46.658 11 X-direction + 15.988 20.988 11 Y-direction + 9.523 6.523 13 Tangent lines + 35.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 35.53 38.03 = xstart and xend + 30.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 8 +[LIFT SLIP DATA] + 35.000 35.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 35.000 35.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 11 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 11.60 = Diketable Height [m] + 34.12 = X co-ordinate indicating start of zone [m] + 39.55 = Boundary of M.H.W influence at X [m] + 8.88 = Boundary of M.H.W influence at Y [m] + 1.08 = Required safety in zone 1a + 1.08 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 35.00 = Left side minimum road [m] + 35.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series007/Dik(dike)_Loc(Grave_348_STBU_bodemopbouw)_Mdl(Bishop)_1996-01-01T00_00_00z2.jpg =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series002/Dik(dike)_Loc(333)_Mdl(Bishop)_1996-01-01T00_00_00.std =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series002/Dik(dike)_Loc(333)_Mdl(Bishop)_1996-01-01T00_00_00.std (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series002/Dik(dike)_Loc(333)_Mdl(Bishop)_1996-01-01T00_00_00.std (revision 2226) @@ -0,0 +1,5280 @@ +Dump file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 27-03-2019 +TIME : 13:46:09 +FILENAME : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series002\Dik(dike)_Loc(333)_Mdl(Bishop)_1996-01-01T00_00_00.std +CREATED BY : D-Geo Stability version 18.1.1.3 +========================== BEGINNING OF DATA ========================== +[Input Data] +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1001 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +wl_zandondergrond +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=30.26 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=1 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zandtussenlaag +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=25.69 +SoilDilatancy=25.69 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, huidig +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=24.08 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, nieuw +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=19.04 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +weg +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=22.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=34.96 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_klei +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=1.00 +SoilPhi=27.50 +SoilDilatancy=27.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 86 - Number of geometry points - + 1 0.000 5.950 0.000 + 2 12.810 5.950 0.000 + 3 12.942 5.981 0.000 + 4 19.429 7.511 0.000 + 5 19.810 7.600 0.000 + 6 22.140 8.150 0.000 + 7 31.350 9.130 0.000 + 8 39.840 9.476 0.000 + 9 43.620 9.630 0.000 + 10 48.090 11.600 0.000 + 11 49.610 11.740 0.000 + 12 52.210 11.830 0.000 + 13 52.800 11.819 0.000 + 14 54.270 11.790 0.000 + 15 55.300 11.770 0.000 + 16 56.770 11.550 0.000 + 17 65.100 8.220 0.000 + 18 66.888 8.133 0.000 + 19 68.010 8.079 0.000 + 20 68.500 8.055 0.000 + 21 70.460 7.960 0.000 + 22 75.720 7.800 0.000 + 23 76.499 7.800 0.000 + 24 85.000 7.800 0.000 + 25 0.000 -6.700 0.000 + 26 85.000 -6.700 0.000 + 27 0.000 3.169 0.000 + 28 13.045 3.248 0.000 + 29 17.906 3.965 0.000 + 30 25.158 5.081 0.000 + 31 29.044 5.318 0.000 + 32 41.990 5.510 0.000 + 33 46.729 5.638 0.000 + 34 52.500 5.800 0.000 + 35 57.757 5.733 0.000 + 36 85.000 4.385 0.000 + 37 0.000 4.450 0.000 + 38 12.791 4.450 0.000 + 39 13.030 4.496 0.000 + 40 14.031 4.686 0.000 + 41 18.241 5.269 0.000 + 42 24.198 5.805 0.000 + 43 26.663 5.922 0.000 + 44 31.268 6.141 0.000 + 45 33.593 6.154 0.000 + 46 41.670 7.239 0.000 + 47 46.483 7.399 0.000 + 48 52.511 7.500 0.000 + 49 57.780 7.399 0.000 + 50 62.087 7.036 0.000 + 51 65.100 6.720 0.000 + 52 68.500 6.570 0.000 + 53 73.483 6.350 0.000 + 54 75.599 6.257 0.000 + 55 85.000 6.204 0.000 + 56 12.804 5.450 0.000 + 57 49.684 11.392 0.000 + 58 52.205 11.489 0.000 + 59 55.208 11.428 0.000 + 60 56.798 11.238 0.000 + 61 58.976 9.954 0.000 + 62 60.020 9.338 0.000 + 63 61.593 8.410 0.000 + 64 63.277 8.051 0.000 + 65 64.810 7.937 0.000 + 66 65.100 7.921 0.000 + 67 0.000 5.450 0.000 + 68 63.191 8.585 0.000 + 69 67.934 7.767 0.000 + 70 0.000 7.000 0.000 + 71 17.262 7.000 0.000 + 72 48.090 6.646 0.000 + 73 55.300 5.500 0.000 + 74 65.100 8.220 0.000 + 75 75.720 7.800 0.000 + 76 85.000 7.800 0.000 + 77 0.000 -6.700 0.000 + 78 85.000 -6.700 0.000 + 79 0.000 6.142 0.000 + 80 1.000 6.142 0.000 + 81 18.000 6.237 0.000 + 82 43.620 6.142 0.000 + 83 67.000 6.202 0.000 + 84 85.000 6.202 0.000 + 85 0.000 -6.700 0.000 + 86 85.000 -6.700 0.000 +[END OF POINTS] + +[CURVES] + 85 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 56 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 2 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 57 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 58 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 15 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 60 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 61 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 62 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 65 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 66 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 66 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 56 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 68 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 65 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 17 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 69 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 69 19 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 20 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 71 + 74 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 71 72 + 75 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 72 73 + 76 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 73 74 + 77 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 74 75 + 78 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 75 76 + 79 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 77 78 + 80 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 79 80 + 81 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 80 81 + 82 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 81 82 + 83 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 82 83 + 84 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 83 84 + 85 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 85 86 +[END OF CURVES] + +[BOUNDARIES] + 12 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 5 6 7 8 9 10 + 2 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 26 27 28 + 3 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 63 66 67 68 69 + 4 - Boundary number + 22 - number of curves on boundary, next line(s) are curvenumbers + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 52 60 61 62 66 67 + 68 69 + 5 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 52 59 64 65 62 66 + 67 68 69 + 6 - Boundary number + 32 - number of curves on boundary, next line(s) are curvenumbers + 11 29 30 31 32 33 34 35 36 37 + 38 39 40 41 42 43 44 45 46 47 + 48 49 50 51 59 64 65 62 66 67 + 68 69 + 7 - Boundary number + 29 - number of curves on boundary, next line(s) are curvenumbers + 11 29 30 31 32 33 34 35 36 37 + 38 39 40 41 42 43 44 45 56 57 + 51 59 64 65 62 66 67 68 69 + 8 - Boundary number + 25 - number of curves on boundary, next line(s) are curvenumbers + 11 29 30 31 32 33 34 35 36 37 + 38 39 40 41 42 43 44 58 64 65 + 62 66 67 68 69 + 9 - Boundary number + 25 - number of curves on boundary, next line(s) are curvenumbers + 11 29 30 31 32 33 34 35 36 37 + 38 39 55 70 71 72 44 58 64 65 + 62 66 67 68 69 + 10 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 53 30 31 32 33 34 35 36 37 38 + 39 55 70 71 72 44 58 64 65 62 + 66 67 68 69 + 11 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 54 31 32 33 34 35 36 37 38 39 + 55 70 71 72 44 58 64 65 62 66 + 67 68 69 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 12 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 12 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 12 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 73 74 75 76 77 78 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 79 + 3 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 80 81 82 83 84 + 4 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 85 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 11 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zandondergrond + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + zandtussenlaag + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei, huidig + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei, huidig + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei, nieuw + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + weg + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei, nieuw + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[END OF RUN IDENTIFICATION TITLES] +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 1 : Zone plot on + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[END OF MSEEPNET] +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[END OF UNIT WEIGHT WATER] +[DEGREE OF CONSOLIDATION] + 11 Number of layers + 11 100 + 10 100 100 + 9 100 100 100 + 8 100 100 100 100 + 7 100 100 100 100 100 + 6 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 100 100 100 100 100 + 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 51.695 76.695 10 X-direction + 11.812 36.812 10 Y-direction + 7.800 3.788 9 Tangent lines + 0.000 0.000 0 no fixed point used +[END OF CIRCLES] +[SPENCER SLIP DATA] + 0 Number of points +[END OF SPENCER SLIP DATA] +[SPENCER SLIP DATA 2] + 0 Number of points +[END OF SPENCER SLIP DATA 2] +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[END OF SPENCER SLIP INTERVAL] +[LINE LOADS] + 0 = number of items +[END OF LINE LOADS] +[UNIFORM LOADS] + 1 = number of items +Verkeersbelasting + 13.30 = magnitude + 52.80 55.30 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[END OF UNIFORM LOADS] +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[END OF EARTH QUAKE] +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 1.50 [m] +[END OF MINIMAL REQUIRED CIRCLE DEPTH] +[SLIP CIRCLE SELECTION] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[END OF SLIP CIRCLE SELECTION] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[END OF START VALUE SAFETY FACTOR] +[REFERENCE LEVEL SU] + 16.000 Excavation gamma above freatic level + 18.000 Excavation gamma below freatic level + 2 number of points + 0.000 -6.700 x y + 85.000 -6.700 x y +[END OF REFERENCE LEVEL SU] + +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[END OF LIFT SLIP DATA] +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 11 - Number of layers + 3 3 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[END OF EXTERNAL WATER LEVELS] +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[END OF MODEL FACTOR] +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 11.60 = Diketable Height [m] + 3.00 = Width top rest profile [m] + 48.09 = X co-ordinate indicating start of zone [m] + 84.99 = Boundary of M.H.W influence at X [m] + 11.82 = Boundary of M.H.W influence at Y [m] + 1.00 = Required safety in zone 1a + 1.00 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[END OF NEWZONE PLOT DATA] +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[END OF REQUESTED CIRCLE SLICES] +[REQUESTED LIFT SLICES] + 50 = number of slices +[END OF REQUESTED LIFT SLICES] +[REQUESTED SPENCER SLICES] + 50 = number of slices +[END OF REQUESTED SPENCER SLICES] +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[End of Input Data] + +[RestProfile] + 6 + 48.09000 11.60000 + 51.09000 11.60000 + 51.62350 11.46663 + 60.15991 7.19842 + 68.06097 5.22315 + 85.00000 0.98840 +[ZONE RESULTS] +[Column Indication] +X-Centrepoint +Y-Centrepoint +Radius +Stability factor +Zone number +Entry point circle +Rotated angle in radians +Rotated safety +[End of Column Indication] +[Data] + 51.695 17.368 13.580 47.748 1 40.621 0.000000 47.748 + 51.695 17.368 13.580 47.748 1 40.621 0.000000 47.748 + 51.695 17.368 13.078 37.634 1 41.224 0.000000 37.634 + 51.695 17.368 13.078 37.634 1 41.224 0.000000 37.634 + 51.695 20.145 16.357 103.607 1 39.315 0.000000 103.607 + 51.695 20.145 16.357 103.607 1 39.315 0.000000 103.607 + 51.695 20.145 15.856 64.240 1 39.961 0.000000 64.240 + 51.695 20.145 15.856 64.240 1 39.961 0.000000 64.240 + 51.695 20.145 15.354 45.486 1 40.623 0.000000 45.486 + 51.695 20.145 15.354 45.486 1 40.623 0.000000 45.486 + 51.695 20.145 14.853 33.773 1 41.301 0.000000 33.773 + 51.695 20.145 14.853 33.773 1 41.301 0.000000 33.773 + 51.695 22.923 19.135 5054.807 1 38.150 0.000000 5054.807 + 51.695 22.923 19.135 5054.807 1 38.150 0.000000 5054.807 + 51.695 22.923 18.634 171.314 1 38.839 0.000000 171.314 + 51.695 22.923 18.634 171.314 1 38.839 0.000000 171.314 + 51.695 22.923 18.132 81.918 1 39.545 0.000000 81.918 + 51.695 22.923 18.132 81.918 1 39.545 0.000000 81.918 + 51.695 22.923 17.631 50.656 1 40.272 0.000000 50.656 + 51.695 22.923 17.631 50.656 1 40.272 0.000000 50.656 + 51.695 22.923 17.129 32.921 1 41.024 0.000000 32.921 + 51.695 22.923 17.129 32.921 1 41.024 0.000000 32.921 + 51.695 25.701 21.913 116.703 1 37.091 0.000000 116.703 + 51.695 25.701 21.913 116.703 1 37.091 0.000000 116.703 + 51.695 25.701 21.411 400.802 1 37.820 0.000000 400.802 + 51.695 25.701 21.411 400.802 1 37.820 0.000000 400.802 + 51.695 25.701 20.910 257.151 1 38.569 0.000000 257.151 + 51.695 25.701 20.910 257.151 1 38.569 0.000000 257.151 + 51.695 25.701 20.408 90.810 1 39.342 0.000000 90.810 + 51.695 25.701 20.408 90.810 1 39.342 0.000000 90.810 + 51.695 25.701 19.907 46.984 1 40.143 0.000000 46.984 + 51.695 25.701 19.907 46.984 1 40.143 0.000000 46.984 + 51.695 25.701 19.405 33.322 1 40.979 0.000000 33.322 + 51.695 25.701 19.405 33.322 1 40.979 0.000000 33.322 + 51.695 28.479 24.691 65.655 1 36.115 0.000000 65.655 + 51.695 28.479 24.691 65.655 1 36.115 0.000000 65.655 + 51.695 28.479 24.189 105.084 1 36.882 0.000000 105.084 + 51.695 28.479 24.189 105.084 1 36.882 0.000000 105.084 + 51.695 28.479 23.688 318.577 1 37.672 0.000000 318.577 + 51.695 28.479 23.688 318.577 1 37.672 0.000000 318.577 + 51.695 28.479 23.186 269.558 1 38.489 0.000000 269.558 + 51.695 28.479 23.186 269.558 1 38.489 0.000000 269.558 + 51.695 28.479 22.685 75.200 1 39.337 0.000000 75.200 + 51.695 28.479 22.685 75.200 1 39.337 0.000000 75.200 + 51.695 28.479 22.183 44.517 1 40.224 0.000000 44.517 + 51.695 28.479 22.183 44.517 1 40.224 0.000000 44.517 + 51.695 28.479 21.682 32.333 1 41.158 0.000000 32.333 + 51.695 28.479 21.682 32.333 1 41.158 0.000000 32.333 + 51.695 31.256 27.468 49.780 1 35.207 0.000000 49.780 + 51.695 31.256 27.468 49.780 1 35.207 0.000000 49.780 + 51.695 31.256 26.967 66.019 1 36.010 0.000000 66.019 + 51.695 31.256 26.967 66.019 1 36.010 0.000000 66.019 + 51.695 31.256 26.465 110.205 1 36.839 0.000000 110.205 + 51.695 31.256 26.465 110.205 1 36.839 0.000000 110.205 + 51.695 31.256 25.964 415.391 1 37.698 0.000000 415.391 + 51.695 31.256 25.964 415.391 1 37.698 0.000000 415.391 + 51.695 31.256 25.462 156.076 1 38.591 0.000000 156.076 + 51.695 31.256 25.462 156.076 1 38.591 0.000000 156.076 + 51.695 31.256 24.961 63.358 1 39.525 0.000000 63.358 + 51.695 31.256 24.961 63.358 1 39.525 0.000000 63.358 + 51.695 31.256 24.459 40.555 1 40.512 0.000000 40.555 + 51.695 31.256 24.459 40.555 1 40.512 0.000000 40.555 + 51.695 31.256 23.958 30.129 1 41.563 0.000000 30.129 + 51.695 31.256 23.958 30.129 1 41.563 0.000000 30.129 + 51.695 34.034 30.246 42.133 1 34.354 0.000000 42.133 + 51.695 34.034 30.246 42.133 1 34.354 0.000000 42.133 + 51.695 34.034 29.745 51.498 1 35.193 0.000000 51.498 + 51.695 34.034 29.745 51.498 1 35.193 0.000000 51.498 + 51.695 34.034 29.243 71.349 1 36.060 0.000000 71.349 + 51.695 34.034 29.243 71.349 1 36.060 0.000000 71.349 + 51.695 34.034 28.742 132.316 1 36.957 0.000000 132.316 + 51.695 34.034 28.742 132.316 1 36.957 0.000000 132.316 + 51.695 34.034 28.240 2108.510 1 37.893 0.000000 2108.510 + 51.695 34.034 28.240 2108.510 1 37.893 0.000000 2108.510 + 51.695 34.034 27.739 100.078 1 38.873 0.000000 100.078 + 51.695 34.034 27.739 100.078 1 38.873 0.000000 100.078 + 51.695 34.034 27.237 52.286 1 39.909 0.000000 52.286 + 51.695 34.034 27.237 52.286 1 39.909 0.000000 52.286 + 51.695 34.034 26.736 35.633 1 41.016 0.000000 35.633 + 51.695 34.034 26.736 35.633 1 41.016 0.000000 35.633 + 51.695 36.812 33.024 37.686 1 33.550 0.000000 37.686 + 51.695 36.812 33.024 37.686 1 33.550 0.000000 37.686 + 51.695 36.812 32.523 44.101 1 34.423 0.000000 44.101 + 51.695 36.812 32.523 44.101 1 34.423 0.000000 44.101 + 51.695 36.812 32.021 55.897 1 35.325 0.000000 55.897 + 51.695 36.812 32.021 55.897 1 35.325 0.000000 55.897 + 51.695 36.812 31.520 83.402 1 36.260 0.000000 83.402 + 51.695 36.812 31.520 83.402 1 36.260 0.000000 83.402 + 51.695 36.812 31.018 216.952 1 37.237 0.000000 216.952 + 51.695 36.812 31.018 216.952 1 37.237 0.000000 216.952 + 51.695 36.812 30.517 200.262 1 38.261 0.000000 200.262 + 51.695 36.812 30.517 200.262 1 38.261 0.000000 200.262 + 51.695 36.812 30.015 70.227 1 39.344 0.000000 70.227 + 51.695 36.812 30.015 70.227 1 39.344 0.000000 70.227 + 51.695 36.812 29.514 42.612 1 40.503 0.000000 42.612 + 51.695 36.812 29.514 42.612 1 40.503 0.000000 42.612 + 54.473 11.812 8.024 11.117 1 46.501 0.000000 11.117 + 54.473 11.812 8.024 11.117 1 46.501 0.000000 11.117 + 54.473 11.812 7.522 11.008 1 46.983 0.000000 11.008 + 54.473 11.812 7.522 11.008 1 46.983 0.000000 11.008 + 54.473 11.812 7.021 10.961 1 47.469 0.000000 10.961 + 54.473 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0.000 0.000 0.000 8.337 24.523 0.000 24.523 0.000 0.000 + 29.976 29.976 0.000 0.000 0.000 8.609 25.416 0.000 25.416 0.000 0.000 + 30.468 30.468 0.000 0.000 0.000 8.824 26.122 0.000 26.122 0.000 0.000 + 30.750 30.750 0.000 0.000 0.000 8.984 26.646 0.000 26.646 0.000 0.000 + 30.832 30.832 0.000 0.000 0.000 9.089 26.991 0.000 26.991 0.000 0.000 + 30.719 30.719 0.000 0.000 0.000 9.140 27.159 0.000 27.159 0.000 0.000 + 30.420 30.420 0.000 0.000 0.000 9.138 27.152 0.000 27.152 0.000 0.000 + 29.991 29.991 0.000 0.000 0.000 9.091 27.000 0.000 27.000 0.000 0.000 + 29.463 29.463 0.000 0.000 0.000 9.009 26.728 0.000 26.728 0.000 0.000 + 28.813 28.813 0.000 0.000 0.000 8.889 26.336 0.000 26.336 0.000 0.000 + 28.045 28.045 0.000 0.000 0.000 8.734 25.825 0.000 25.825 0.000 0.000 + 27.055 27.055 0.000 0.000 0.000 8.518 25.115 0.000 25.115 0.000 0.000 + 25.822 25.822 0.000 0.000 0.000 8.233 24.180 0.000 24.180 0.000 0.000 + 24.424 24.424 0.000 0.000 0.000 7.895 23.070 0.000 23.070 0.000 0.000 + 22.864 22.864 0.000 0.000 0.000 7.504 21.785 0.000 21.785 0.000 0.000 + 21.145 21.145 0.000 0.000 0.000 7.059 20.323 0.000 20.323 0.000 0.000 + 19.271 19.271 0.000 0.000 0.000 6.564 18.698 0.000 18.698 0.000 0.000 + 17.528 17.528 0.000 0.000 0.000 5.407 17.206 0.000 17.206 0.000 0.000 + 15.940 15.940 0.000 0.000 0.000 5.067 15.758 0.000 15.758 0.000 0.000 + 14.243 14.243 0.000 0.000 0.000 4.698 14.187 0.000 14.187 0.000 0.000 + 12.087 12.087 0.000 0.000 0.000 4.220 12.156 0.000 12.156 0.000 0.000 + 9.729 9.729 0.000 0.000 0.000 3.689 9.897 0.000 9.897 0.000 0.000 + 7.514 7.514 0.000 0.000 0.000 3.182 7.740 0.000 7.740 0.000 0.000 + 5.358 5.358 0.000 0.000 0.000 2.682 5.612 0.000 5.612 0.000 0.000 + 3.279 3.279 0.000 0.000 0.000 2.193 3.535 0.000 3.535 0.000 0.000 + 1.108 1.108 0.000 0.000 0.000 1.678 1.342 0.000 1.342 0.000 0.000 +[End of Data] +[End of Stresses] +[CUCalculates results} +[Column Indication] +PreLoadStress +Yieldstress +POP +OCR +Exponent +SFactor +AdditionalFactorLEM +[End of Column Indication] +[Data] + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 +[End of Data] +[End of CUCalculates results} +[End of Dump] + +[CALCULATION TIME] +00:00:02 +[END OF CALCULATION TIME] + +[End of Dump File] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Krommenhoek758a.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Krommenhoek758a.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Krommenhoek758a.sti (revision 2226) @@ -0,0 +1,1175 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 24-2-2015 +TIME : 15:11:22 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150218\Stabiliteit\Geometries\Krommenhoek758a.sti +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +laag 1 dijkmateriaal klei +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=3.76 +SoilPhi=17.99 +SoilDilatancy=17.99 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +laag 3 klei bruin +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=3.44 +SoilPhi=21.30 +SoilDilatancy=21.30 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +laag 8 zand +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=1.30 +SoilPhi=25.72 +SoilDilatancy=25.72 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +laag 9 aanvulklei buiten +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +laag 10 aanvulklei binnen +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_laag 8 zand +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=1.30 +SoilPhi=25.72 +SoilDilatancy=25.72 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 53 - Number of geometry points - + 1 100.000 2.560 0.000 + 2 82.040 2.540 0.000 + 3 74.030 3.600 0.000 + 4 65.060 4.040 0.000 + 5 52.870 7.980 0.000 + 6 46.880 7.850 0.000 + 7 45.000 7.200 0.000 + 8 38.700 5.000 0.000 + 9 32.740 3.390 0.000 + 10 25.400 2.260 0.000 + 11 24.000 1.800 0.000 + 12 22.130 1.250 0.000 + 13 16.580 0.970 0.000 + 14 0.000 3.000 0.000 + 15 100.000 0.960 0.000 + 16 0.000 0.400 0.000 + 17 100.000 -4.000 0.000 + 18 0.000 -4.000 0.000 + 19 100.000 2.560 0.000 + 20 0.000 7.000 0.000 + 21 48.600 7.400 0.000 + 22 51.700 7.300 0.000 + 23 58.500 5.000 0.000 + 24 63.000 3.500 0.000 + 25 66.400 3.200 0.000 + 26 68.300 2.400 0.000 + 27 71.000 2.700 0.000 + 28 77.000 2.800 0.000 + 29 41.800 5.000 0.000 + 30 33.300 2.200 0.000 + 31 39.600 2.600 0.000 + 32 46.000 1.500 0.000 + 33 25.000 7.000 0.000 + 34 44.200 7.000 0.000 + 35 45.600 5.400 0.000 + 36 47.000 5.000 0.000 + 37 48.200 4.600 0.000 + 38 60.500 4.300 0.000 + 39 64.486 3.888 0.000 + 40 74.030 3.600 0.000 + 41 82.040 2.540 0.000 + 42 100.000 3.880 0.000 + 43 10.000 7.000 0.000 + 44 74.000 5.310 0.000 + 45 13.200 7.000 0.000 + 46 50.000 7.990 0.000 + 47 12.780 0.880 0.000 + 48 10.990 1.150 0.000 + 49 9.570 1.330 0.000 + 50 5.260 1.930 0.000 + 51 82.040 4.650 0.000 + 52 25.000 6.390 0.000 + 53 66.000 5.670 0.000 +[END OF POINTS] + +[CURVES] + 53 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 5 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 21 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 2 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 23 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 29 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 30 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 25 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 33 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 19 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 45 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 5 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 46 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 13 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 50 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 42 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 51 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 52 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 44 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 +[END OF CURVES] + +[BOUNDARIES] + 8 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 13 + 2 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 48 47 46 45 44 12 11 27 30 29 + 28 20 19 18 17 2 + 3 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 48 47 46 45 44 12 11 27 26 24 + 22 21 20 19 18 17 2 + 4 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 48 47 46 45 44 12 11 10 9 8 + 25 24 22 21 20 19 18 17 2 + 5 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 48 47 46 45 44 12 11 10 9 8 + 7 16 15 23 22 21 20 19 18 17 + 2 + 6 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 48 47 46 45 44 12 11 10 9 8 + 7 16 15 14 5 4 3 2 + 7 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 48 47 46 45 44 12 11 10 9 8 + 7 6 43 42 5 4 3 2 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 8 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 8 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 8 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 10 - number of curves on PlLine, next line(s) are curvenumbers + 31 32 33 34 35 36 37 38 40 39 + 2 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 41 51 53 52 50 49 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 7 - Number of layers - + 1 - Layer number, next line is material of layer + wl_laag 8 zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + laag 3 klei bruin + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + laag 8 zand + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + laag 9 aanvulklei buiten + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + laag 1 dijkmateriaal klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + laag 10 aanvulklei binnen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + laag 9 aanvulklei buiten + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Krommenhoek 758 +huidige situatie + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 7 Number of layers + 7 100 + 6 100 100 + 5 100 100 100 + 4 100 100 100 100 + 3 100 100 100 100 100 + 2 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 50 0 50 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 +[CIRCLES] + 62.000 72.000 11 X-direction + 10.000 20.000 11 Y-direction + 4.000 -1.000 11 Tangent lines + 50.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +wegbelasting + 15.00 = magnitude + 49.00 51.50 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 7 +[LIFT SLIP DATA] + 50.000 50.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 50.000 50.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 7 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp501bi.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp501bi.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp501bi.sti (revision 2226) @@ -0,0 +1,1058 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:54 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\hmp501bi.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +zand (2) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (1) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijksmat +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamOvenDry=0.01 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 41 - Number of geometry points - + 1 100.000 6.200 0.000 + 2 17.200 6.400 0.000 + 3 -18.950 6.600 0.000 + 4 -40.000 6.350 0.000 + 5 13.650 8.850 0.000 + 6 13.300 9.000 0.000 + 7 9.900 9.300 0.000 + 8 8.200 9.350 0.000 + 9 6.400 9.550 0.000 + 10 3.500 10.700 0.000 + 11 1.150 10.900 0.000 + 12 0.000 10.950 0.000 + 13 -1.250 10.950 0.000 + 14 -6.500 10.450 0.000 + 15 -6.900 10.450 0.000 + 16 100.000 5.400 0.000 + 17 17.200 5.400 0.000 + 18 2.500 10.750 0.000 + 19 -17.300 6.600 0.000 + 20 -6.950 9.900 0.000 + 21 -1.250 10.450 0.000 + 22 1.150 10.400 0.000 + 23 3.350 10.200 0.000 + 24 6.500 9.000 0.000 + 25 0.000 6.500 0.000 + 26 -40.000 4.550 0.000 + 27 -18.950 4.550 0.000 + 28 17.200 1.000 0.000 + 29 100.000 1.000 0.000 + 30 -40.000 -5.000 0.000 + 31 100.000 -5.000 0.000 + 32 -40.000 9.450 0.000 + 33 -10.000 9.450 0.000 + 34 -9.000 8.500 0.000 + 35 6.500 8.000 0.000 + 36 17.200 6.400 0.000 + 37 100.000 6.200 0.000 + 38 -40.000 9.350 0.000 + 39 100.000 8.700 0.000 + 40 -40.000 5.000 0.000 + 41 100.000 5.000 0.000 +[END OF POINTS] + +[CURVES] + 36 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 2 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 15 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 18 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 10 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 19 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 8 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 25 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 2 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 +[END OF CURVES] + +[BOUNDARIES] + 6 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 29 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 26 27 28 + 2 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 1 16 23 25 2 + 3 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 1 16 23 24 22 3 4 5 6 2 + 4 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 1 16 17 18 19 20 21 22 3 4 + 5 6 2 + 5 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 1 7 8 9 10 11 12 13 14 15 + 3 4 5 6 2 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 6 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 6 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 6 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 3 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 30 31 32 33 34 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 35 + 3 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 36 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 5 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (2) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + dijksmat + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + zand (2) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + dijksmat + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-361580, Detailonderzoek Maasdijken +Vak B, hmp 501 binnenwaartse stab. + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 5 Number of layers + 5 100 + 4 100 100 + 3 100 100 100 + 2 100 100 100 100 + 1 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 +[CIRCLES] + 15.500 15.500 1 X-direction + 18.500 18.500 1 Y-direction + 1.750 1.750 1 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 6 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 5 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/711_75bi.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/711_75bi.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/711_75bi.sti (revision 2226) @@ -0,0 +1,1054 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:55 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\711_75bi.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +zand (1) (1) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (1) (1) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.70 +SoilGamOvenDry=0.01 +SoilGamWet=16.70 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.30 +SoilPhi=17.30 +SoilDilatancy=17.30 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijksm. +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.50 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.50 +SoilPhi=19.40 +SoilDilatancy=19.40 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamOvenDry=0.01 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (1) (1) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 43 - Number of geometry points - + 1 54.400 4.600 0.000 + 2 47.700 4.600 0.000 + 3 36.100 5.100 0.000 + 4 34.200 5.000 0.000 + 5 33.300 5.100 0.000 + 6 10.600 5.300 0.000 + 7 7.000 5.100 0.000 + 8 0.000 4.800 0.000 + 9 30.400 6.700 0.000 + 10 28.300 8.100 0.000 + 11 27.700 8.300 0.000 + 12 27.010 8.400 0.000 + 13 24.490 8.400 0.000 + 14 22.800 8.400 0.000 + 15 21.600 8.300 0.000 + 16 20.300 8.000 0.000 + 17 16.900 6.700 0.000 + 18 13.100 5.600 0.000 + 19 29.100 4.000 0.000 + 20 19.600 4.000 0.000 + 21 54.400 3.300 0.000 + 22 33.300 3.300 0.000 + 23 54.400 1.300 0.000 + 24 33.300 1.300 0.000 + 25 10.600 2.800 0.000 + 26 0.000 2.800 0.000 + 27 54.400 -5.000 0.000 + 28 0.000 -5.000 0.000 + 29 54.400 4.600 0.000 + 30 47.700 4.600 0.000 + 31 36.100 5.100 0.000 + 32 34.200 5.000 0.000 + 33 33.300 5.100 0.000 + 34 27.000 5.800 0.000 + 35 18.900 6.300 0.000 + 36 18.500 7.300 0.000 + 37 13.100 7.300 0.000 + 38 0.000 7.300 0.000 + 39 54.400 4.000 0.000 + 40 0.000 4.000 0.000 + 41 54.400 6.900 0.000 + 42 47.700 6.900 0.000 + 43 43.900 7.200 0.000 +[END OF POINTS] + +[CURVES] + 39 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 5 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 5 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 43 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 26 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 25 24 23 + 2 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 2 1 20 22 21 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 2 1 20 19 18 6 5 4 3 + 4 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 2 1 17 16 15 14 13 12 11 10 + 9 8 7 6 5 4 3 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 3 - Number of piezometric level lines - + 1 - PlLine number + 9 - number of curves on PlLine, next line(s) are curvenumbers + 35 34 33 32 31 30 29 28 27 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 36 + 3 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 35 39 38 37 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (1) (1) + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei (1) (1) + 2 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei (1) (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + dijksm. + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijkverbetering Maren-Kessel CO-378780 +Hmp 711+75m binnenwaartse stabiliteit + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 28.400 37.400 10 X-direction + 9.000 30.000 15 Y-direction + 4.000 0.000 9 Tangent lines + 24.400 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 5 +[LIFT SLIP DATA] + 24.400 24.400 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 24.400 24.400 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 3 3 = Pl-top and pl-bottom + 2 3 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 24.40 = X co-ordinate indicating start of zone [m] + 24.40 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 24.40 = Left side minimum road [m] + 24.40 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00z2.wmf =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00z2.wmf (revision 0) +++ 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��- ��- ��- �� +� +��� +�- ��- ��- ��- ��- ��- �������- ��- ��- ��- ��- ��- �������- ��- ��- ��- ��- ��- �������- ��- ��- ��- ��- ��- �������- ��- ��- ��- ��- ��- ���� � ��- ��- ��- ��- ��- ��- �� � �$�$� �- ��- ��- ��- ��- ��- ��$�$�(�(�$�- ��- ��- ��- ��- ��- ��(�(�+�+�(�- ��- ��- ��- ��- ��- ��+�+�/�/�+�- ��- ��- ��- ��- ��- ��/�/�2�2�/�- ��- ��- ��- ��- ��- ��2�2�5�5�2�- ��- ��- ��- ��- ��- ��5�5�8�8�5�- ��- ��- ��- ��- ��- ��8�8�9�9�8�- ��- ��- ��- ��- ��- ��9�9�<�<�9�- ��- ��- ��- ��- ��- ��<�<�?�?�<�- ��- ��- ��- ��- ��- ��?�?�B�B�?�- ��- ��- ��- ��- ��- ��B�B�E�E�B�- ��- ��- ��- ��- ��- ��E�E�G�G�E�- ��- ��- ��- ��- ��- ��G�G�J�J�G�- ��- ��- ��- ��- ��- ��J�J�K�K�J�- ��- ��- ��- ��- ��- ��K�K�K�K�K�- ��- ��- ��- ��- ��- ���- ��%~������J[Q��- ���- ��- ��[�[���- �,�C---, \ No newline at end of file Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp605bi.sti =================================================================== diff 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+SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +3 Dijksm +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +4 Verk +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_1 Zand +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 41 - Number of geometry points - + 1 80.000 5.400 0.000 + 2 68.800 5.500 0.000 + 3 59.300 5.800 0.000 + 4 27.100 4.700 0.000 + 5 23.600 3.600 0.000 + 6 22.600 3.500 0.000 + 7 21.200 4.200 0.000 + 8 20.200 4.600 0.000 + 9 7.500 5.000 0.000 + 10 0.000 5.100 0.000 + 11 56.800 6.100 0.000 + 12 50.800 8.700 0.000 + 13 49.600 8.900 0.000 + 14 48.400 8.800 0.000 + 15 47.700 8.600 0.000 + 16 46.610 8.700 0.000 + 17 45.000 8.800 0.000 + 18 44.090 8.750 0.000 + 19 43.200 8.700 0.000 + 20 42.100 8.600 0.000 + 21 40.400 8.100 0.000 + 22 53.000 4.600 0.000 + 23 30.000 4.600 0.000 + 24 80.000 2.300 0.000 + 25 60.000 2.300 0.000 + 26 50.000 3.100 0.000 + 27 45.000 3.100 0.000 + 28 30.000 0.700 0.000 + 29 0.000 0.700 0.000 + 30 80.000 -5.000 0.000 + 31 0.000 -5.000 0.000 + 32 80.000 5.400 0.000 + 33 68.800 5.500 0.000 + 34 59.300 5.800 0.000 + 35 56.800 6.100 0.000 + 36 50.800 6.700 0.000 + 37 41.100 7.200 0.000 + 38 40.800 8.180 0.000 + 39 0.000 8.180 0.000 + 40 80.000 7.500 0.000 + 41 0.000 8.100 0.000 +[END OF POINTS] + +[CURVES] + 37 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 3 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 3 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 +[END OF CURVES] + +[BOUNDARIES] + 4 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 29 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 + 2 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 8 7 6 5 4 3 23 22 21 2 + 1 + 3 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 8 7 6 5 4 3 20 19 18 17 + 16 15 14 13 12 11 10 9 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 4 - Number of boundaries - + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 4 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 4 - Number of boundaries - + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 36 35 34 33 32 31 30 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 37 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 3 - Number of layers - + 1 - Layer number, next line is material of layer + wl_1 Zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + 2 Klei + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + 3 Dijksm + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-361580, Detailonderzoek Maasdijken +Vak E, Hmp 605, Stabiliteit binnenwaarts + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 3 Number of layers + 3 100 + 2 100 100 + 1 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 +[degree earth quake] + 100 100 100 +[CIRCLES] + 51.000 60.000 10 X-direction + 9.000 29.000 11 Y-direction + 5.000 1.000 9 Tangent lines + 45.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 45.000 45.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 45.000 45.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 3 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 45.00 = X co-ordinate indicating start of zone [m] + 45.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 45.00 = Left side minimum road [m] + 45.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM420.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM420.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM420.STI.sti (revision 2226) @@ -0,0 +1,1319 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 2-2-2015 +TIME : 14:00:48 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 260119\Stabiliteit\Geometries\Gespiegeld\DEM420.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +zanddiep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kl.br.z (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.70 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleibr +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=7.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klbr.sz (3) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zandlos +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.klgra +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleigr +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.60 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zanddiep +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 29 - Number of geometry points - + 1 60.000 0.000 0.000 + 2 0.000 0.000 0.000 + 3 60.000 4.500 0.000 + 4 45.000 4.900 0.000 + 5 39.800 6.000 0.000 + 6 36.800 7.000 0.000 + 7 34.600 7.500 0.000 + 8 32.100 9.000 0.000 + 9 30.500 9.900 0.000 + 10 29.100 10.500 0.000 + 11 22.100 10.500 0.000 + 12 21.200 10.800 0.000 + 13 18.500 10.800 0.000 + 14 13.500 9.000 0.000 + 15 11.100 8.100 0.000 + 16 0.000 7.900 0.000 + 17 19.000 5.000 0.000 + 18 11.000 4.000 0.000 + 19 0.000 4.000 0.000 + 20 0.000 6.000 0.000 + 21 16.500 10.100 0.000 + 22 0.000 10.100 0.000 + 23 40.000 6.500 0.000 + 24 11.000 8.000 0.000 + 25 49.000 4.800 0.000 + 26 60.000 6.000 0.000 + 27 17.200 9.000 0.000 + 28 39.800 6.000 0.000 + 29 36.800 7.000 0.000 +[END OF POINTS] + +[CURVES] + 27 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 5 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 8 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 26 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 29 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 27 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 26 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 24 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 5 4 3 2 + 2 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 7 6 2 + 3 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 13 12 11 10 9 8 6 2 + 4 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 13 12 19 18 17 16 15 14 10 9 + 8 6 2 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 23 22 21 24 20 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 27 26 25 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zanddiep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + kl.br.z (2) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + l.kleibr + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klbr.sz (3) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Demen hmp 420+15 +bestaande situatie kolk + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 32.000 41.500 5 X-direction + 15.000 22.000 5 Y-direction + 7.000 3.000 8 Tangent lines + 60.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 1 = number of items +1 + 10.00 = magnitude + 28.00 10.40 = x and y co-ordinate + -30.00 60.00 = direction & distr angle +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 24.50 27.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 60.000 60.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 60.000 60.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 60.00 = X co-ordinate indicating start of zone [m] + 60.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 60.00 = Left side minimum road [m] + 60.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/693-6bi.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/693-6bi.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/693-6bi.sti (revision 2226) @@ -0,0 +1,1013 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:55 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\693-6bi.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +zand (3) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (1) (1) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.70 +SoilGamOvenDry=0.01 +SoilGamWet=16.70 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.30 +SoilPhi=17.30 +SoilDilatancy=17.30 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijksm +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.50 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.50 +SoilPhi=19.40 +SoilDilatancy=19.40 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamOvenDry=0.01 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (3) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 33 - Number of geometry points - + 1 20.100 4.900 0.000 + 2 0.000 4.800 0.000 + 3 70.000 3.900 0.000 + 4 52.800 4.300 0.000 + 5 44.900 4.600 0.000 + 6 38.000 8.500 0.000 + 7 36.610 8.600 0.000 + 8 35.000 8.600 0.000 + 9 34.090 8.550 0.000 + 10 33.400 8.500 0.000 + 11 32.500 8.400 0.000 + 12 40.000 3.000 0.000 + 13 28.500 3.000 0.000 + 14 70.000 -0.400 0.000 + 15 44.900 -0.400 0.000 + 16 35.000 1.000 0.000 + 17 70.000 -2.400 0.000 + 18 44.900 -2.400 0.000 + 19 35.000 -1.300 0.000 + 20 20.100 3.000 0.000 + 21 0.000 3.000 0.000 + 22 70.000 -10.000 0.000 + 23 0.000 -10.000 0.000 + 24 70.000 3.900 0.000 + 25 52.800 4.300 0.000 + 26 44.900 4.600 0.000 + 27 38.000 5.900 0.000 + 28 29.300 6.400 0.000 + 29 29.000 7.400 0.000 + 30 0.000 7.400 0.000 + 31 70.000 3.000 0.000 + 32 0.000 3.000 0.000 + 33 70.000 7.250 0.000 +[END OF POINTS] + +[CURVES] + 29 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 5 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 33 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 21 + 1 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 20 19 18 17 + 2 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 1 13 16 15 14 + 3 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 1 13 12 11 3 2 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 1 10 9 8 7 6 5 4 3 2 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 3 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 27 26 25 24 23 22 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 28 + 3 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 29 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (3) + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei (1) (1) + 2 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei (1) (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + dijksm + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijkverbetering Maren-Kessel CO-378780 +hmp 693.6 binnenwaartse stabiliteit + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 39.000 48.000 10 X-direction + 9.000 24.000 11 Y-direction + 3.500 -2.500 7 Tangent lines + 35.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 5 +[LIFT SLIP DATA] + 35.000 35.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 35.000 35.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 3 3 = Pl-top and pl-bottom + 2 3 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 35.00 = X co-ordinate indicating start of zone [m] + 35.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 35.00 = Left side minimum road [m] + 35.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series002/Dik(dike)_Loc(333)_Mdl(Bishop)_1996-01-01T00_00_00z1.wmf =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series002/Dik(dike)_Loc(333)_Mdl(Bishop)_1996-01-01T00_00_00z2.wmf =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/LO615.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/LO615.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/LO615.STI.sti (revision 2226) @@ -0,0 +1,1406 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 18-2-2015 +TIME : 9:12:29 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150205\Stabiliteit\Geometries\LO615.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +1 +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +2 (4) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=22.50 +SoilDilatancy=22.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +3 (4) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +4 (2) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.00 +SoilPhi=22.50 +SoilDilatancy=22.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +5 (1) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=23.50 +SoilDilatancy=23.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +6 (1) +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=26.00 +SoilDilatancy=26.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +2 a (1) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.00 +SoilPhi=22.50 +SoilDilatancy=22.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_1 +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 41 - Number of geometry points - + 1 70.000 4.670 0.000 + 2 65.250 4.690 0.000 + 3 54.250 5.180 0.000 + 4 53.520 5.220 0.000 + 5 50.320 5.540 0.000 + 6 40.860 5.760 0.000 + 7 39.100 6.500 0.000 + 8 35.500 8.000 0.000 + 9 33.930 8.590 0.000 + 10 31.690 8.720 0.000 + 11 30.000 8.740 0.000 + 12 28.300 8.770 0.000 + 13 23.920 8.800 0.000 + 14 21.000 8.000 0.000 + 15 16.460 6.780 0.000 + 16 4.160 6.790 0.000 + 17 0.000 6.790 0.000 + 18 70.000 4.000 0.000 + 19 42.000 4.000 0.000 + 20 37.500 4.500 0.000 + 21 0.000 4.500 0.000 + 22 39.000 4.000 0.000 + 23 0.000 4.000 0.000 + 24 70.000 3.000 0.000 + 25 39.000 3.000 0.000 + 26 0.000 3.000 0.000 + 27 70.000 0.000 0.000 + 28 0.000 0.000 0.000 + 29 70.000 4.670 0.000 + 30 65.250 4.690 0.000 + 31 54.250 5.180 0.000 + 32 53.520 5.220 0.000 + 33 50.320 5.540 0.000 + 34 40.860 5.760 0.000 + 35 22.200 7.600 0.000 + 36 21.800 8.200 0.000 + 37 0.000 8.200 0.000 + 38 70.000 7.050 0.000 + 39 54.250 7.400 0.000 + 40 16.500 8.200 0.000 + 41 41.000 7.640 0.000 +[END OF POINTS] + +[CURVES] + 39 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 8 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 7 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 19 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 40 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 39 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 +[END OF CURVES] + +[BOUNDARIES] + 8 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 27 + 1 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 26 24 + 2 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 23 25 24 + 3 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 23 22 19 + 4 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 21 20 19 + 5 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 16 15 18 6 5 4 3 2 1 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 17 7 6 5 4 3 2 + 1 + 7 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 9 8 7 + 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 8 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 8 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 8 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 8 - number of curves on PlLine, next line(s) are curvenumbers + 35 34 33 32 31 30 29 28 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 37 39 38 36 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 7 - Number of layers - + 1 - Layer number, next line is material of layer + wl_1 + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + 2 a (1) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + 2 (4) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + 3 (4) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + 4 (2) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + 5 (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + 6 (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Lithoyen hmp 615 +bestaande situatie + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 7 Number of layers + 7 100 + 6 100 100 + 5 100 100 100 + 4 100 100 100 100 + 3 100 100 100 100 100 + 2 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 0 0 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 +[CIRCLES] + 38.000 45.000 8 X-direction + 10.000 16.000 7 Y-direction + 5.000 1.000 9 Tangent lines + 30.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 30.50 33.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 6 +[LIFT SLIP DATA] + 30.000 30.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 30.000 30.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 7 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 30.00 = X co-ordinate indicating start of zone [m] + 30.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 30.00 = Left side minimum road [m] + 30.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/NEER378.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/NEER378.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/NEER378.STI.sti (revision 2226) @@ -0,0 +1,1578 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 2-2-2015 +TIME : 14:00:47 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 260119\Stabiliteit\Geometries\Gespiegeld\NEER378.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 10 = number of items +[SOIL] +zanddiep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleigr +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.60 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zwkl.gr +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=12.50 +SoilPhi=19.30 +SoilDilatancy=19.30 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleibr +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=7.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klbr.sz (1) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +aanvul +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zandlos +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.klgra +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kl.br.z (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.70 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zanddiep +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 42 - Number of geometry points - + 1 57.000 7.100 0.000 + 2 48.200 7.100 0.000 + 3 46.700 7.700 0.000 + 4 35.800 8.400 0.000 + 5 26.000 11.600 0.000 + 6 19.000 11.600 0.000 + 7 17.500 11.200 0.000 + 8 11.900 9.200 0.000 + 9 0.000 9.200 0.000 + 10 39.300 7.400 0.000 + 11 37.700 8.200 0.000 + 12 33.000 11.000 0.000 + 13 21.000 11.200 0.000 + 14 13.000 8.000 0.000 + 15 12.000 7.600 0.000 + 16 0.000 7.500 0.000 + 17 30.000 7.100 0.000 + 18 24.000 7.300 0.000 + 19 24.000 7.000 0.000 + 20 12.000 7.300 0.000 + 21 57.000 7.100 0.000 + 22 24.000 6.400 0.000 + 23 57.000 5.500 0.000 + 24 39.000 5.500 0.000 + 25 57.000 3.500 0.000 + 26 39.000 3.500 0.000 + 27 0.000 7.000 0.000 + 28 23.000 5.100 0.000 + 29 19.200 5.500 0.000 + 30 12.000 6.100 0.000 + 31 0.000 7.200 0.000 + 32 57.000 0.000 0.000 + 33 0.000 0.000 0.000 + 34 17.200 11.100 0.000 + 35 0.000 11.100 0.000 + 36 57.000 8.400 0.000 + 37 34.500 8.800 0.000 + 38 11.900 10.000 0.000 + 39 39.500 7.200 0.000 + 40 57.000 7.100 0.000 + 41 39.500 7.200 0.000 + 42 37.700 8.200 0.000 +[END OF POINTS] + +[CURVES] + 28 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 24 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 22 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 20 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 21 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 39 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 17 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 39 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 11 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 13 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 42 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 38 +[END OF CURVES] + +[BOUNDARIES] + 8 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 3 2 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 7 6 5 4 + 3 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 7 6 8 + 4 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 7 6 11 10 9 + 5 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 15 14 13 12 9 + 6 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 15 14 18 17 16 12 9 + 7 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 21 20 19 17 16 12 9 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 8 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 8 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 8 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 23 22 25 24 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 28 27 26 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 7 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zanddiep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + l.kleigr + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + zwkl.gr + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + l.kleibr + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klbr.sz (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + l.kleibr + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + aanvul + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Neerloon-Demen +Neerloon hm 378.45 bestaand + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 7 Number of layers + 7 100 + 6 100 100 + 5 100 100 100 + 4 100 100 100 100 + 3 100 100 100 100 100 + 2 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 50 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 +[CIRCLES] + 32.000 39.000 5 X-direction + 20.000 25.000 5 Y-direction + 8.000 4.000 5 Tangent lines + 57.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 29.50 32.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 7 +[LIFT SLIP DATA] + 57.000 57.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 57.000 57.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 7 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 57.00 = X co-ordinate indicating start of zone [m] + 57.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 57.00 = Left side minimum road [m] + 57.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp483bi.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp483bi.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp483bi.sti (revision 2226) @@ -0,0 +1,979 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 15:36:25 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\hmp483bi.sti +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +1 Zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +2 Klei +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +3 Dijksm +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +4 Verk +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_1 Zand +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 48 - Number of geometry points - + 1 80.000 6.100 0.000 + 2 68.200 5.900 0.000 + 3 61.300 5.900 0.000 + 4 60.000 4.700 0.000 + 5 58.900 5.800 0.000 + 6 58.500 6.000 0.000 + 7 51.400 6.300 0.000 + 8 25.500 6.000 0.000 + 9 11.600 5.800 0.000 + 10 8.700 6.100 0.000 + 11 6.600 6.100 0.000 + 12 3.700 5.500 0.000 + 13 0.000 5.400 0.000 + 14 45.200 9.800 0.000 + 15 43.300 10.000 0.000 + 16 42.210 10.000 0.000 + 17 40.000 10.100 0.000 + 18 39.690 10.100 0.000 + 19 38.000 10.000 0.000 + 20 36.500 9.700 0.000 + 21 35.000 9.500 0.000 + 22 35.000 8.700 0.000 + 23 80.000 5.900 0.000 + 24 0.000 5.900 0.000 + 25 33.000 5.300 0.000 + 26 47.000 5.300 0.000 + 27 0.000 3.600 0.000 + 28 27.000 3.600 0.000 + 29 35.000 4.200 0.000 + 30 40.000 4.200 0.000 + 31 55.000 1.500 0.000 + 32 80.000 1.500 0.000 + 33 0.000 -5.000 0.000 + 34 80.000 -5.000 0.000 + 35 0.000 9.600 0.000 + 36 35.800 9.600 0.000 + 37 36.000 8.600 0.000 + 38 45.200 8.100 0.000 + 39 51.400 6.300 0.000 + 40 58.500 6.000 0.000 + 41 61.300 5.900 0.000 + 42 68.200 5.900 0.000 + 43 80.000 6.100 0.000 + 44 0.000 9.550 0.000 + 45 58.500 9.000 0.000 + 46 60.000 7.900 0.000 + 47 61.300 8.950 0.000 + 48 80.000 8.750 0.000 +[END OF POINTS] + +[CURVES] + 41 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 7 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 25 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 7 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 +[END OF CURVES] + +[BOUNDARIES] + 4 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 29 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 24 25 26 27 28 + 2 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 11 10 9 8 7 21 22 23 6 5 + 4 3 2 1 + 3 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 11 10 9 8 7 20 19 18 17 16 + 15 14 13 12 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 4 - Number of boundaries - + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 4 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 4 - Number of boundaries - + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 8 - number of curves on PlLine, next line(s) are curvenumbers + 30 31 32 33 34 35 36 37 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 38 39 40 41 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 3 - Number of layers - + 1 - Layer number, next line is material of layer + wl_1 Zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + 2 Klei + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + 3 Dijksm + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-361580, Detailonderzoek Maasdijken +Vak A, Hmp 483, Stabiliteit binnenwaarts + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 3 Number of layers + 3 100 + 2 100 100 + 1 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 +[degree earth quake] + 100 100 100 +[CIRCLES] + 46.000 55.000 10 X-direction + 10.000 30.000 11 Y-direction + 5.000 1.000 9 Tangent lines + 40.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 40.000 40.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 40.000 40.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 3 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 40.00 = X co-ordinate indicating start of zone [m] + 40.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 40.00 = Left side minimum road [m] + 40.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series006/Dik(dike)_Loc(Grave_342_verbetering_met_taludverflauwing)_Mdl(Bishop)_1996-01-01T00_00_00z1.jpg =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/BokhovenOv871,75.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/BokhovenOv871,75.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/BokhovenOv871,75.sti (revision 2226) @@ -0,0 +1,1267 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 24-2-2015 +TIME : 15:12:22 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150218\Stabiliteit\Geometries\BokhovenOv871,75.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +laag 1 dijkmateriaal (3) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.50 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=8.09 +SoilPhi=16.60 +SoilDilatancy=16.60 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 2 klei (1) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.07 +SoilPhi=23.10 +SoilDilatancy=23.10 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 3 klei zandig (2) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=33.17 +SoilDilatancy=33.17 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 4 zand +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 5 aanvulklei +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 6 kleigrond +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_laag 4 zand +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 34 - Number of geometry points - + 1 59.630 6.090 0.000 + 2 57.800 6.210 0.000 + 3 56.160 6.160 0.000 + 4 53.770 6.180 0.000 + 5 41.810 6.970 0.000 + 6 40.000 6.950 0.000 + 7 38.620 6.920 0.000 + 8 36.520 6.860 0.000 + 9 25.780 3.140 0.000 + 10 19.580 2.370 0.000 + 11 18.490 1.780 0.000 + 12 13.200 0.730 0.000 + 13 0.000 0.730 0.000 + 14 38.000 6.200 0.000 + 15 32.700 4.500 0.000 + 16 29.500 3.400 0.000 + 17 59.630 4.000 0.000 + 18 50.000 4.000 0.000 + 19 34.400 3.400 0.000 + 20 19.500 2.000 0.000 + 21 31.000 2.000 0.000 + 22 59.630 1.000 0.000 + 23 59.630 -5.000 0.000 + 24 0.000 -5.000 0.000 + 25 59.630 4.000 0.000 + 26 45.700 5.300 0.000 + 27 36.800 5.500 0.000 + 28 35.700 5.600 0.000 + 29 35.400 5.800 0.000 + 30 35.200 6.100 0.000 + 31 25.700 3.120 0.000 + 32 14.000 3.120 0.000 + 33 9.400 3.120 0.000 + 34 0.000 3.120 0.000 +[END OF POINTS] + +[CURVES] + 35 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 4 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 19 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 10 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 20 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 19 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 22 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 26 + 1 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 12 25 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 12 11 22 24 23 19 17 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 12 11 22 21 9 16 20 19 17 + 4 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 16 15 18 17 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 16 15 14 13 3 2 + 1 + 6 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 7 6 5 4 3 + 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 1 - Number of piezometric level lines - + 1 - PlLine number + 9 - number of curves on PlLine, next line(s) are curvenumbers + 35 34 33 32 31 30 29 28 27 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_laag 4 zand + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + laag 2 klei (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + laag 3 klei zandig (2) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + laag 2 klei (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + laag 1 dijkmateriaal (3) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + laag 5 aanvulklei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Bokhovense Overlaat 871,75 +huidige situatie + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 100 100 + 4 100 100 100 + 3 100 100 100 100 + 2 100 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 50 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 +[CIRCLES] + 20.000 30.000 11 X-direction + 15.000 25.000 11 Y-direction + 4.000 -1.000 11 Tangent lines + 40.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeersbelasting + 15.00 = magnitude + 37.00 39.50 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 7 +[LIFT SLIP DATA] + 40.000 40.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 40.000 40.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 40.00 = X co-ordinate indicating start of zone [m] + 40.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 40.00 = Left side minimum road [m] + 40.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series004/Dik(dike)_Loc(DEM340V)_Mdl(Bishop)_1996-01-01T00_00_00z1.wmf =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM413.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM413.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM413.STI.sti (revision 2226) @@ -0,0 +1,1297 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 2-2-2015 +TIME : 14:00:48 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 260119\Stabiliteit\Geometries\Gespiegeld\DEM413.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +zanddiep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleigr +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.60 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.klgra +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klbr.sz (3) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zandlos +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleibr +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=7.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kl.br.z (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.70 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zanddiep +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 23 - Number of geometry points - + 1 50.000 0.000 0.000 + 2 0.000 0.000 0.000 + 3 50.000 4.000 0.000 + 4 0.000 4.000 0.000 + 5 50.000 6.800 0.000 + 6 35.000 6.800 0.000 + 7 13.000 6.800 0.000 + 8 9.600 8.300 0.000 + 9 5.600 8.200 0.000 + 10 0.000 8.200 0.000 + 11 29.900 10.500 0.000 + 12 19.800 10.500 0.000 + 13 17.300 10.700 0.000 + 14 15.100 10.600 0.000 + 15 14.100 10.200 0.000 + 16 0.000 10.200 0.000 + 17 50.000 9.050 0.000 + 18 37.700 9.050 0.000 + 19 32.000 9.500 0.000 + 20 38.000 4.000 0.000 + 21 32.000 6.800 0.000 + 22 50.000 6.800 0.000 + 23 35.000 6.800 0.000 +[END OF POINTS] + +[CURVES] + 22 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 21 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 6 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 6 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 14 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 23 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 19 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 2 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 6 5 4 3 + 3 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 11 10 9 5 8 7 + 4 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 11 10 16 15 14 13 12 7 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 18 17 19 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 22 21 20 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zanddiep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + l.kleigr + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + l.klgra + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klbr.sz (3) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +demen 413+85 +bestaande situatie + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 32.500 37.500 5 X-direction + 11.500 17.000 5 Y-direction + 5.000 2.500 5 Tangent lines + 50.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 1 = number of items +1 + 0.00 = magnitude + 29.00 10.40 = x and y co-ordinate + -30.00 60.00 = direction & distr angle +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 25.50 28.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 50.000 50.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 50.000 50.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 50.00 = X co-ordinate indicating start of zone [m] + 50.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 50.00 = Left side minimum road [m] + 50.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Grave 342 verbetering met taludverflauwing.sto =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Grave 342 verbetering met taludverflauwing.sto (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Grave 342 verbetering met taludverflauwing.sto (revision 2226) @@ -0,0 +1,3403 @@ +Program : D-Geo Stability +Version : 15.1.2.4 +License : Unknown +Company : Waterschap Aa en Maas +Date : 27-2-2017 +Time : 14:48:19 + +Output file : W:\WK\4. Projecten\1. DAM\3. 2015\1. PWK\Stabiliteit\Geometries\Grave 342 verbetering met taludverflauwing.sto +Input file : W:\WK\4. Projecten\1. DAM\3. 2015\1. PWK\Stabiliteit\Geometries\Grave 342 verbetering met taludverflauwing.sti +========================== BEGINNING OF DATA ========================== + + + ECHO OF THE INPUT + ================= + + + Problem identification : Dijring 36, Grave + : Profiel 342 + + Calculation model : Bishop + Default shear strength : C phi + + LAYER BOUNDARIES + ================ + + Boundary no.| Co-ordinates [m] + ------------|---------------------------------------------------- + | + 4 - X - | 0.00 13.47 27.72 43.27 44.42 55.55 + 4 - Y - | 9.22 9.43 8.47 7.61 7.30 7.16 + | + 4 - X - | 66.45 69.34 72.48 89.26 95.41 105.57 + 4 - Y - | 11.67 11.81 11.73 7.75 7.60 7.72 + | + 4 - X - | 127.80 + 4 - Y - | 8.07 + | + 3 - X - | 0.00 13.47 27.72 43.27 44.42 55.55 + 3 - Y - | 9.22 9.43 8.47 7.61 7.30 7.16 + | + 3 - X - | 66.45 69.34 72.48 80.33 82.32 82.42 + 3 - Y - | 11.67 11.81 11.73 9.06 8.38 8.37 + | + 3 - X - | 86.43 87.80 88.07 88.43 88.66 89.26 + 3 - Y - | 7.95 7.80 7.79 7.78 7.78 7.75 + | + 3 - X - | 95.41 105.57 127.80 + 3 - Y - | 7.60 7.72 8.07 + | + 2 - X - | 0.00 13.47 27.72 43.27 44.42 55.55 + 2 - Y - | 9.22 9.43 8.47 7.61 7.30 7.16 + | + 2 - X - | 66.45 69.34 72.48 80.33 82.32 82.42 + 2 - Y - | 11.67 11.81 11.73 9.06 8.38 8.37 + | + 2 - X - | 86.43 89.69 127.80 + 2 - Y - | 7.95 7.00 7.00 + | + 1 - X - | 0.00 40.24 54.71 63.69 75.81 88.22 + 1 - Y - | 4.80 4.80 0.70 0.00 0.00 2.00 + | + 1 - X - | 97.35 127.80 + 1 - Y - | 4.00 4.00 + | + 0 - X - | 0.00 127.80 + 0 - Y - | -5.00 -5.00 + + + + PL-LINES + ======== + + Pl-line no. | Co-ordinates [m] + ------------|---------------------------------------------------- + | + 1 - X - | 0.00 41.76 50.65 58.41 65.06 67.20 + 1 - Y - | 11.40 11.40 11.40 11.40 11.34 11.10 + | + 1 - X - | 73.22 89.64 108.38 127.80 + 1 - Y - | 11.09 7.01 7.00 7.02 + | + 2 - X - | 0.00 39.58 54.91 79.40 89.30 127.80 + 2 - Y - | 11.40 11.40 11.14 10.22 9.93 9.75 + + + + + Unit weight of water used for calculation: 9.81 [kN/m3] + The groundwater level is determined by Pl-line number 1 + + + + FORBIDDEN LINES + =============== + + No forbidden lines were input. + + + + SOIL PROPERTIES + =============== + + Layer no.| Material name + ---------|----------------------------- + 4 | Klei nieuw + 3 | Zand tussen (1) + 2 | Huidige klei + 1 | wl_Zand diep + + Layer | Gam usat| Gam sat | Pl-line | Pl-line | + number | [kN/m3] | [kN/m3] | top | bottom | + ---------|---------|---------|---------|---------| + 4 | 18.00 | 16.00 | 1 | 1 | + 3 | 18.00 | 20.00 | 1 | 1 | + 2 | 18.50 | 19.20 | 1 | 99 | + 1 | 19.00 | 21.00 | 2 | - | + + Layer | Cohesion| Phi | Cu/Pc | POP | Cu top | Cu bot. | Cu grad.| + number | [kN/m2] |[degrees]| [-] | [kN/m2] | [kN/m2] | [kN/m2] |[kN/m2/m]| + ---------|---------|---------|---------|---------|---------|---------|---------| + 4 | 2.00 | 19.04 | - | - | - | - | - | + 3 | 1.21 | 26.69 | - | - | - | - | - | + 2 | 1.28 | 24.08 | - | - | - | - | - | + 1 | 0.00 | 30.26 | - | - | - | - | - | + + + + No degree of consolidation <> 100% input. + + + + CENTER POINT GRID AND TANGENT LINES + =================================== + + X co-ordinate grid left : 77.07 [m] + X co-ordinate grid right : 82.40 [m] + Number of grid points in X - direction : 10 + + Y co-ordinate grid bottom : 20.03 [m] + Y co-ordinate grid top : 25.11 [m] + Number of grid points in Y - direction : 10 + + Y co-ordinate tangent smallest circle : 9.00 [m] + Y co-ordinate tangent biggest circle : 3.00 [m] + Number of circles per grid point : 10 + + No fixed points input. + + Total number of center points in the grid: 100 + Total number of slip circles in the grid : 1000 + + + + LINE LOADS + ========== + + No line loads input. + + + + UNIFORM LOAD + ============ + + Uniform |Magnitude| X start | X end | Distrib.| Load | + load number | [kN/m] | [m] | [m] | degrees | Type | + ------------|---------|---------|---------|---------|-----------| + 1 | 13.30 | 68.39 | 70.88 | 30.00 | Temporary | + + + + TREE ON SLOPE + ============= + + No tree on slope was input. + + + + DEGREE OF CONSOLIDATION : TEMPORARY LOADS + ========================================= + + Layer number| Degree of consolidation + -------------|------------------------- + 4 | 0 + 3 | 100 + 2 | 0 + 1 | 100 + + + + GEOTEXTILES + =========== + + No geotextiles were input. + + + + EARTHQUAKE + ========== + + No earth quake factors were input. + + + +****************************************************************************** +**************** The input has been tested, and is correct. **************** +****************************************************************************** + + + RESULTS OF THE SLOPE STABILITY ANALYSIS + ======================================= + + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 77.07 | 20.03 | 17.03 | 2.28 | + ---------|---------|---------|---------| + 77.07 | 20.03 | 16.36 | 2.19 | + ---------|---------|---------|---------| + 77.07 | 20.03 | 15.70 | 2.10 | + ---------|---------|---------|---------| + 77.07 | 20.03 | 15.03 | 2.01 | + ---------|---------|---------|---------| + 77.07 | 20.03 | 14.36 | 1.91 | + ---------|---------|---------|---------| + 77.07 | 20.03 | 13.70 | 1.82 | + ---------|---------|---------|---------| + 77.07 | 20.03 | 13.03 | 1.72 | + ---------|---------|---------|---------| + 77.07 | 20.03 | 12.36 | 1.63 | + ---------|---------|---------|---------| + 77.07 | 20.03 | 11.70 | 1.61 | + ---------|---------|---------|---------| + 77.07 | 20.03 | 11.03 | 1.74 | + ---------|---------|---------|---------| + 77.07 | 20.59 | 17.59 | 2.29 | + ---------|---------|---------|---------| + 77.07 | 20.59 | 16.93 | 2.20 | + ---------|---------|---------|---------| + 77.07 | 20.59 | 16.26 | 2.12 | + ---------|---------|---------|---------| + 77.07 | 20.59 | 15.59 | 2.03 | + ---------|---------|---------|---------| + 77.07 | 20.59 | 14.93 | 1.93 | + ---------|---------|---------|---------| + 77.07 | 20.59 | 14.26 | 1.83 | + ---------|---------|---------|---------| + 77.07 | 20.59 | 13.59 | 1.74 | + ---------|---------|---------|---------| + 77.07 | 20.59 | 12.93 | 1.66 | + ---------|---------|---------|---------| + 77.07 | 20.59 | 12.26 | 1.61 | + ---------|---------|---------|---------| + 77.07 | 20.59 | 11.59 | 1.72 | + ---------|---------|---------|---------| + 77.07 | 21.16 | 18.16 | 2.30 | + ---------|---------|---------|---------| + 77.07 | 21.16 | 17.49 | 2.22 | + ---------|---------|---------|---------| + 77.07 | 21.16 | 16.83 | 2.13 | + ---------|---------|---------|---------| + 77.07 | 21.16 | 16.16 | 2.04 | + ---------|---------|---------|---------| + 77.07 | 21.16 | 15.49 | 1.95 | + ---------|---------|---------|---------| + 77.07 | 21.16 | 14.83 | 1.85 | + ---------|---------|---------|---------| + 77.07 | 21.16 | 14.16 | 1.76 | + ---------|---------|---------|---------| + 77.07 | 21.16 | 13.49 | 1.67 | + ---------|---------|---------|---------| + 77.07 | 21.16 | 12.83 | 1.61 | + ---------|---------|---------|---------| + 77.07 | 21.16 | 12.16 | 1.71 | + ---------|---------|---------|---------| + 77.07 | 21.72 | 18.72 | 2.31 | + ---------|---------|---------|---------| + 77.07 | 21.72 | 18.06 | 2.23 | + ---------|---------|---------|---------| + 77.07 | 21.72 | 17.39 | 2.14 | + ---------|---------|---------|---------| + 77.07 | 21.72 | 16.72 | 2.06 | + ---------|---------|---------|---------| + 77.07 | 21.72 | 16.06 | 1.97 | + ---------|---------|---------|---------| + 77.07 | 21.72 | 15.39 | 1.87 | + ---------|---------|---------|---------| + 77.07 | 21.72 | 14.72 | 1.79 | + ---------|---------|---------|---------| + 77.07 | 21.72 | 14.06 | 1.70 | + ---------|---------|---------|---------| + 77.07 | 21.72 | 13.39 | 1.65 | + ---------|---------|---------|---------| + 77.07 | 21.72 | 12.72 | 1.70 | + ---------|---------|---------|---------| + 77.07 | 22.29 | 19.29 | 2.32 | + ---------|---------|---------|---------| + 77.07 | 22.29 | 18.62 | 2.24 | + ---------|---------|---------|---------| + 77.07 | 22.29 | 17.95 | 2.16 | + ---------|---------|---------|---------| + 77.07 | 22.29 | 17.29 | 2.07 | + ---------|---------|---------|---------| + 77.07 | 22.29 | 16.62 | 1.99 | + ---------|---------|---------|---------| + 77.07 | 22.29 | 15.95 | 1.90 | + ---------|---------|---------|---------| + 77.07 | 22.29 | 15.29 | 1.81 | + ---------|---------|---------|---------| + 77.07 | 22.29 | 14.62 | 1.72 | + ---------|---------|---------|---------| + 77.07 | 22.29 | 13.95 | 1.65 | + ---------|---------|---------|---------| + 77.07 | 22.29 | 13.29 | 1.70 | + ---------|---------|---------|---------| + 77.07 | 22.85 | 19.85 | 2.33 | + ---------|---------|---------|---------| + 77.07 | 22.85 | 19.18 | 2.25 | + ---------|---------|---------|---------| + 77.07 | 22.85 | 18.52 | 2.17 | + ---------|---------|---------|---------| + 77.07 | 22.85 | 17.85 | 2.09 | + ---------|---------|---------|---------| + 77.07 | 22.85 | 17.18 | 2.01 | + ---------|---------|---------|---------| + 77.07 | 22.85 | 16.52 | 1.92 | + ---------|---------|---------|---------| + 77.07 | 22.85 | 15.85 | 1.83 | + ---------|---------|---------|---------| + 77.07 | 22.85 | 15.18 | 1.75 | + ---------|---------|---------|---------| + 77.07 | 22.85 | 14.52 | 1.68 | + ---------|---------|---------|---------| + 77.07 | 22.85 | 13.85 | 1.69 | + ---------|---------|---------|---------| + 77.07 | 23.41 | 20.41 | 2.35 | + ---------|---------|---------|---------| + 77.07 | 23.41 | 19.75 | 2.26 | + ---------|---------|---------|---------| + 77.07 | 23.41 | 19.08 | 2.19 | + ---------|---------|---------|---------| + 77.07 | 23.41 | 18.41 | 2.11 | + ---------|---------|---------|---------| + 77.07 | 23.41 | 17.75 | 2.02 | + ---------|---------|---------|---------| + 77.07 | 23.41 | 17.08 | 1.94 | + ---------|---------|---------|---------| + 77.07 | 23.41 | 16.41 | 1.85 | + ---------|---------|---------|---------| + 77.07 | 23.41 | 15.75 | 1.77 | + ---------|---------|---------|---------| + 77.07 | 23.41 | 15.08 | 1.71 | + ---------|---------|---------|---------| + 77.07 | 23.41 | 14.41 | 1.70 | + ---------|---------|---------|---------| + 77.07 | 23.98 | 20.98 | 2.36 | + ---------|---------|---------|---------| + 77.07 | 23.98 | 20.31 | 2.28 | + ---------|---------|---------|---------| + 77.07 | 23.98 | 19.65 | 2.20 | + ---------|---------|---------|---------| + 77.07 | 23.98 | 18.98 | 2.12 | + ---------|---------|---------|---------| + 77.07 | 23.98 | 18.31 | 2.04 | + ---------|---------|---------|---------| + 77.07 | 23.98 | 17.65 | 1.96 | + ---------|---------|---------|---------| + 77.07 | 23.98 | 16.98 | 1.88 | + ---------|---------|---------|---------| + 77.07 | 23.98 | 16.31 | 1.80 | + ---------|---------|---------|---------| + 77.07 | 23.98 | 15.65 | 1.72 | + ---------|---------|---------|---------| + 77.07 | 23.98 | 14.98 | 1.70 | + ---------|---------|---------|---------| + 77.07 | 24.54 | 21.54 | 2.38 | + ---------|---------|---------|---------| + 77.07 | 24.54 | 20.88 | 2.29 | + ---------|---------|---------|---------| + 77.07 | 24.54 | 20.21 | 2.22 | + ---------|---------|---------|---------| + 77.07 | 24.54 | 19.54 | 2.14 | + ---------|---------|---------|---------| + 77.07 | 24.54 | 18.88 | 2.06 | + ---------|---------|---------|---------| + 77.07 | 24.54 | 18.21 | 1.98 | + ---------|---------|---------|---------| + 77.07 | 24.54 | 17.54 | 1.90 | + ---------|---------|---------|---------| + 77.07 | 24.54 | 16.88 | 1.82 | + ---------|---------|---------|---------| + 77.07 | 24.54 | 16.21 | 1.75 | + ---------|---------|---------|---------| + 77.07 | 24.54 | 15.54 | 1.73 | + ---------|---------|---------|---------| + 77.07 | 25.11 | 22.11 | 2.39 | + ---------|---------|---------|---------| + 77.07 | 25.11 | 21.44 | 2.30 | + ---------|---------|---------|---------| + 77.07 | 25.11 | 20.77 | 2.23 | + ---------|---------|---------|---------| + 77.07 | 25.11 | 20.11 | 2.16 | + ---------|---------|---------|---------| + 77.07 | 25.11 | 19.44 | 2.08 | + ---------|---------|---------|---------| + 77.07 | 25.11 | 18.77 | 2.00 | + ---------|---------|---------|---------| + 77.07 | 25.11 | 18.11 | 1.92 | + ---------|---------|---------|---------| + 77.07 | 25.11 | 17.44 | 1.85 | + ---------|---------|---------|---------| + 77.07 | 25.11 | 16.77 | 1.78 | + ---------|---------|---------|---------| + 77.07 | 25.11 | 16.11 | 1.74 | + ---------|---------|---------|---------| + 77.66 | 20.03 | 17.03 | 2.13 | + ---------|---------|---------|---------| + 77.66 | 20.03 | 16.36 | 2.05 | + ---------|---------|---------|---------| + 77.66 | 20.03 | 15.70 | 1.97 | + ---------|---------|---------|---------| + 77.66 | 20.03 | 15.03 | 1.88 | + ---------|---------|---------|---------| + 77.66 | 20.03 | 14.36 | 1.79 | + ---------|---------|---------|---------| + 77.66 | 20.03 | 13.70 | 1.70 | + ---------|---------|---------|---------| + 77.66 | 20.03 | 13.03 | 1.61 | + ---------|---------|---------|---------| + 77.66 | 20.03 | 12.36 | 1.55 | + ---------|---------|---------|---------| + 77.66 | 20.03 | 11.70 | 1.61 | + ---------|---------|---------|---------| + 77.66 | 20.03 | 11.03 | 1.82 | + ---------|---------|---------|---------| + 77.66 | 20.59 | 17.59 | 2.14 | + ---------|---------|---------|---------| + 77.66 | 20.59 | 16.93 | 2.06 | + ---------|---------|---------|---------| + 77.66 | 20.59 | 16.26 | 1.98 | + ---------|---------|---------|---------| + 77.66 | 20.59 | 15.59 | 1.89 | + ---------|---------|---------|---------| + 77.66 | 20.59 | 14.93 | 1.81 | + ---------|---------|---------|---------| + 77.66 | 20.59 | 14.26 | 1.72 | + ---------|---------|---------|---------| + 77.66 | 20.59 | 13.59 | 1.63 | + ---------|---------|---------|---------| + 77.66 | 20.59 | 12.93 | 1.57 | + ---------|---------|---------|---------| + 77.66 | 20.59 | 12.26 | 1.59 | + ---------|---------|---------|---------| + 77.66 | 20.59 | 11.59 | 1.78 | + ---------|---------|---------|---------| + 77.66 | 21.16 | 18.16 | 2.15 | + ---------|---------|---------|---------| + 77.66 | 21.16 | 17.49 | 2.07 | + ---------|---------|---------|---------| + 77.66 | 21.16 | 16.83 | 1.99 | + ---------|---------|---------|---------| + 77.66 | 21.16 | 16.16 | 1.91 | + ---------|---------|---------|---------| + 77.66 | 21.16 | 15.49 | 1.82 | + ---------|---------|---------|---------| + 77.66 | 21.16 | 14.83 | 1.74 | + ---------|---------|---------|---------| + 77.66 | 21.16 | 14.16 | 1.65 | + ---------|---------|---------|---------| + 77.66 | 21.16 | 13.49 | 1.58 | + ---------|---------|---------|---------| + 77.66 | 21.16 | 12.83 | 1.59 | + ---------|---------|---------|---------| + 77.66 | 21.16 | 12.16 | 1.75 | + ---------|---------|---------|---------| + 77.66 | 21.72 | 18.72 | 2.16 | + ---------|---------|---------|---------| + 77.66 | 21.72 | 18.06 | 2.08 | + ---------|---------|---------|---------| + 77.66 | 21.72 | 17.39 | 2.00 | + ---------|---------|---------|---------| + 77.66 | 21.72 | 16.72 | 1.92 | + ---------|---------|---------|---------| + 77.66 | 21.72 | 16.06 | 1.84 | + ---------|---------|---------|---------| + 77.66 | 21.72 | 15.39 | 1.75 | + ---------|---------|---------|---------| + 77.66 | 21.72 | 14.72 | 1.67 | + ---------|---------|---------|---------| + 77.66 | 21.72 | 14.06 | 1.60 | + ---------|---------|---------|---------| + 77.66 | 21.72 | 13.39 | 1.58 | + ---------|---------|---------|---------| + 77.66 | 21.72 | 12.72 | 1.73 | + ---------|---------|---------|---------| + 77.66 | 22.29 | 19.29 | 2.17 | + ---------|---------|---------|---------| + 77.66 | 22.29 | 18.62 | 2.09 | + ---------|---------|---------|---------| + 77.66 | 22.29 | 17.95 | 2.02 | + ---------|---------|---------|---------| + 77.66 | 22.29 | 17.29 | 1.94 | + ---------|---------|---------|---------| + 77.66 | 22.29 | 16.62 | 1.86 | + ---------|---------|---------|---------| + 77.66 | 22.29 | 15.95 | 1.77 | + ---------|---------|---------|---------| + 77.66 | 22.29 | 15.29 | 1.69 | + ---------|---------|---------|---------| + 77.66 | 22.29 | 14.62 | 1.61 | + ---------|---------|---------|---------| + 77.66 | 22.29 | 13.95 | 1.58 | + ---------|---------|---------|---------| + 77.66 | 22.29 | 13.29 | 1.72 | + ---------|---------|---------|---------| + 77.66 | 22.85 | 19.85 | 2.19 | + ---------|---------|---------|---------| + 77.66 | 22.85 | 19.18 | 2.10 | + ---------|---------|---------|---------| + 77.66 | 22.85 | 18.52 | 2.03 | + ---------|---------|---------|---------| + 77.66 | 22.85 | 17.85 | 1.95 | + ---------|---------|---------|---------| + 77.66 | 22.85 | 17.18 | 1.88 | + ---------|---------|---------|---------| + 77.66 | 22.85 | 16.52 | 1.79 | + ---------|---------|---------|---------| + 77.66 | 22.85 | 15.85 | 1.71 | + ---------|---------|---------|---------| + 77.66 | 22.85 | 15.18 | 1.63 | + 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---------|---------|---------|---------| + 81.22 | 21.72 | 18.72 | 1.63 | + ---------|---------|---------|---------| + 81.22 | 21.72 | 18.06 | 1.56 | + ---------|---------|---------|---------| + 81.22 | 21.72 | 17.39 | 1.49 | + ---------|---------|---------|---------| + 81.22 | 21.72 | 16.72 | 1.41 | + ---------|---------|---------|---------| + 81.22 | 21.72 | 16.06 | 1.38 | + ---------|---------|---------|---------| + 81.22 | 21.72 | 15.39 | 1.41 | + ---------|---------|---------|---------| + 81.22 | 21.72 | 14.72 | 1.47 | + ---------|---------|---------|---------| + 81.22 | 21.72 | 14.06 | 1.54 | + ---------|---------|---------|---------| + 81.22 | 21.72 | 13.39 | 1.66 | + ---------|---------|---------|---------| + 81.22 | 21.72 | 12.72 | 2.10 | + ---------|---------|---------|---------| + 81.22 | 22.29 | 19.29 | 1.64 | + ---------|---------|---------|---------| + 81.22 | 22.29 | 18.62 | 1.57 | + ---------|---------|---------|---------| + 81.22 | 22.29 | 17.95 | 1.50 | + ---------|---------|---------|---------| + 81.22 | 22.29 | 17.29 | 1.43 | + ---------|---------|---------|---------| + 81.22 | 22.29 | 16.62 | 1.38 | + ---------|---------|---------|---------| + 81.22 | 22.29 | 15.95 | 1.40 | + ---------|---------|---------|---------| + 81.22 | 22.29 | 15.29 | 1.45 | + ---------|---------|---------|---------| + 81.22 | 22.29 | 14.62 | 1.54 | + ---------|---------|---------|---------| + 81.22 | 22.29 | 13.95 | 1.65 | + ---------|---------|---------|---------| + 81.22 | 22.29 | 13.29 | 2.07 | + ---------|---------|---------|---------| + 81.22 | 22.85 | 19.85 | 1.66 | + ---------|---------|---------|---------| + 81.22 | 22.85 | 19.18 | 1.58 | + ---------|---------|---------|---------| + 81.22 | 22.85 | 18.52 | 1.51 | + ---------|---------|---------|---------| + 81.22 | 22.85 | 17.85 | 1.44 | + ---------|---------|---------|---------| + 81.22 | 22.85 | 17.18 | 1.39 | + ---------|---------|---------|---------| + 81.22 | 22.85 | 16.52 | 1.39 | + ---------|---------|---------|---------| + 81.22 | 22.85 | 15.85 | 1.44 | + ---------|---------|---------|---------| + 81.22 | 22.85 | 15.18 | 1.53 | + ---------|---------|---------|---------| + 81.22 | 22.85 | 14.52 | 1.65 | + ---------|---------|---------|---------| + 81.22 | 22.85 | 13.85 | 2.05 | + ---------|---------|---------|---------| + 81.22 | 23.41 | 20.41 | 1.67 | + ---------|---------|---------|---------| + 81.22 | 23.41 | 19.75 | 1.59 | + ---------|---------|---------|---------| + 81.22 | 23.41 | 19.08 | 1.52 | + ---------|---------|---------|---------| + 81.22 | 23.41 | 18.41 | 1.45 | + ---------|---------|---------|---------| + 81.22 | 23.41 | 17.75 | 1.39 | + ---------|---------|---------|---------| + 81.22 | 23.41 | 17.08 | 1.38 | + ---------|---------|---------|---------| + 81.22 | 23.41 | 16.41 | 1.43 | + ---------|---------|---------|---------| + 81.22 | 23.41 | 15.75 | 1.53 | + ---------|---------|---------|---------| + 81.22 | 23.41 | 15.08 | 1.64 | + ---------|---------|---------|---------| + 81.22 | 23.41 | 14.41 | 2.03 | + ---------|---------|---------|---------| + 81.22 | 23.98 | 20.98 | 1.68 | + ---------|---------|---------|---------| + 81.22 | 23.98 | 20.31 | 1.61 | + ---------|---------|---------|---------| + 81.22 | 23.98 | 19.65 | 1.53 | + ---------|---------|---------|---------| + 81.22 | 23.98 | 18.98 | 1.46 | + ---------|---------|---------|---------| + 81.22 | 23.98 | 18.31 | 1.40 | + ---------|---------|---------|---------| + 81.22 | 23.98 | 17.65 | 1.38 | + ---------|---------|---------|---------| + 81.22 | 23.98 | 16.98 | 1.42 | + ---------|---------|---------|---------| + 81.22 | 23.98 | 16.31 | 1.53 | + ---------|---------|---------|---------| + 81.22 | 23.98 | 15.65 | 1.64 | + ---------|---------|---------|---------| + 81.22 | 23.98 | 14.98 | 2.00 | + ---------|---------|---------|---------| + 81.22 | 24.54 | 21.54 | 1.70 | + ---------|---------|---------|---------| + 81.22 | 24.54 | 20.88 | 1.62 | + ---------|---------|---------|---------| + 81.22 | 24.54 | 20.21 | 1.55 | + ---------|---------|---------|---------| + 81.22 | 24.54 | 19.54 | 1.48 | + ---------|---------|---------|---------| + 81.22 | 24.54 | 18.88 | 1.41 | + ---------|---------|---------|---------| + 81.22 | 24.54 | 18.21 | 1.39 | + ---------|---------|---------|---------| + 81.22 | 24.54 | 17.54 | 1.41 | + ---------|---------|---------|---------| + 81.22 | 24.54 | 16.88 | 1.51 | + ---------|---------|---------|---------| + 81.22 | 24.54 | 16.21 | 1.65 | + ---------|---------|---------|---------| + 81.22 | 24.54 | 15.54 | 1.98 | + ---------|---------|---------|---------| + 81.22 | 25.11 | 22.11 | 1.71 | + ---------|---------|---------|---------| + 81.22 | 25.11 | 21.44 | 1.64 | + ---------|---------|---------|---------| + 81.22 | 25.11 | 20.77 | 1.56 | + ---------|---------|---------|---------| + 81.22 | 25.11 | 20.11 | 1.49 | + ---------|---------|---------|---------| + 81.22 | 25.11 | 19.44 | 1.43 | + ---------|---------|---------|---------| + 81.22 | 25.11 | 18.77 | 1.40 | + ---------|---------|---------|---------| + 81.22 | 25.11 | 18.11 | 1.41 | + ---------|---------|---------|---------| + 81.22 | 25.11 | 17.44 | 1.50 | + ---------|---------|---------|---------| + 81.22 | 25.11 | 16.77 | 1.65 | + ---------|---------|---------|---------| + 81.22 | 25.11 | 16.11 | 1.96 | + ---------|---------|---------|---------| + 81.81 | 20.03 | 17.03 | 1.55 | + ---------|---------|---------|---------| + 81.81 | 20.03 | 16.36 | 1.48 | + ---------|---------|---------|---------| + 81.81 | 20.03 | 15.70 | 1.42 | + ---------|---------|---------|---------| + 81.81 | 20.03 | 15.03 | 1.40 | + ---------|---------|---------|---------| + 81.81 | 20.03 | 14.36 | 1.41 | + ---------|---------|---------|---------| + 81.81 | 20.03 | 13.70 | 1.46 | + ---------|---------|---------|---------| + 81.81 | 20.03 | 13.03 | 1.48 | + ---------|---------|---------|---------| + 81.81 | 20.03 | 12.36 | 1.56 | + ---------|---------|---------|---------| + 81.81 | 20.03 | 11.70 | 1.76 | + ---------|---------|---------|---------| + 81.81 | 20.03 | 11.03 | 2.38 | + ---------|---------|---------|---------| + 81.81 | 20.59 | 17.59 | 1.56 | + ---------|---------|---------|---------| + 81.81 | 20.59 | 16.93 | 1.49 | + ---------|---------|---------|---------| + 81.81 | 20.59 | 16.26 | 1.43 | + ---------|---------|---------|---------| + 81.81 | 20.59 | 15.59 | 1.39 | + ---------|---------|---------|---------| + 81.81 | 20.59 | 14.93 | 1.40 | + ---------|---------|---------|---------| + 81.81 | 20.59 | 14.26 | 1.45 | + ---------|---------|---------|---------| + 81.81 | 20.59 | 13.59 | 1.48 | + ---------|---------|---------|---------| + 81.81 | 20.59 | 12.93 | 1.55 | + ---------|---------|---------|---------| + 81.81 | 20.59 | 12.26 | 1.74 | + ---------|---------|---------|---------| + 81.81 | 20.59 | 11.59 | 2.34 | + ---------|---------|---------|---------| + 81.81 | 21.16 | 18.16 | 1.57 | + ---------|---------|---------|---------| + 81.81 | 21.16 | 17.49 | 1.50 | + ---------|---------|---------|---------| + 81.81 | 21.16 | 16.83 | 1.43 | + ---------|---------|---------|---------| + 81.81 | 21.16 | 16.16 | 1.39 | + ---------|---------|---------|---------| + 81.81 | 21.16 | 15.49 | 1.38 | + ---------|---------|---------|---------| + 81.81 | 21.16 | 14.83 | 1.43 | + ---------|---------|---------|---------| + 81.81 | 21.16 | 14.16 | 1.47 | + ---------|---------|---------|---------| + 81.81 | 21.16 | 13.49 | 1.54 | + ---------|---------|---------|---------| + 81.81 | 21.16 | 12.83 | 1.73 | + ---------|---------|---------|---------| + 81.81 | 21.16 | 12.16 | 2.31 | + ---------|---------|---------|---------| + 81.81 | 21.72 | 18.72 | 1.58 | + ---------|---------|---------|---------| + 81.81 | 21.72 | 18.06 | 1.51 | + ---------|---------|---------|---------| + 81.81 | 21.72 | 17.39 | 1.44 | + ---------|---------|---------|---------| + 81.81 | 21.72 | 16.72 | 1.38 | + ---------|---------|---------|---------| + 81.81 | 21.72 | 16.06 | 1.37 | + ---------|---------|---------|---------| + 81.81 | 21.72 | 15.39 | 1.41 | + ---------|---------|---------|---------| + 81.81 | 21.72 | 14.72 | 1.47 | + ---------|---------|---------|---------| + 81.81 | 21.72 | 14.06 | 1.53 | + ---------|---------|---------|---------| + 81.81 | 21.72 | 13.39 | 1.71 | + ---------|---------|---------|---------| + 81.81 | 21.72 | 12.72 | 2.28 | + ---------|---------|---------|---------| + 81.81 | 22.29 | 19.29 | 1.59 | + ---------|---------|---------|---------| + 81.81 | 22.29 | 18.62 | 1.52 | + ---------|---------|---------|---------| + 81.81 | 22.29 | 17.95 | 1.45 | + ---------|---------|---------|---------| + 81.81 | 22.29 | 17.29 | 1.39 | + ---------|---------|---------|---------| + 81.81 | 22.29 | 16.62 | 1.36 | + ---------|---------|---------|---------| + 81.81 | 22.29 | 15.95 | 1.40 | + ---------|---------|---------|---------| + 81.81 | 22.29 | 15.29 | 1.47 | + ---------|---------|---------|---------| + 81.81 | 22.29 | 14.62 | 1.53 | + ---------|---------|---------|---------| + 81.81 | 22.29 | 13.95 | 1.70 | + ---------|---------|---------|---------| + 81.81 | 22.29 | 13.29 | 2.25 | + ---------|---------|---------|---------| + 81.81 | 22.85 | 19.85 | 1.60 | + ---------|---------|---------|---------| + 81.81 | 22.85 | 19.18 | 1.53 | + ---------|---------|---------|---------| + 81.81 | 22.85 | 18.52 | 1.46 | + ---------|---------|---------|---------| + 81.81 | 22.85 | 17.85 | 1.39 | + ---------|---------|---------|---------| + 81.81 | 22.85 | 17.18 | 1.36 | + ---------|---------|---------|---------| + 81.81 | 22.85 | 16.52 | 1.38 | + ---------|---------|---------|---------| + 81.81 | 22.85 | 15.85 | 1.47 | + ---------|---------|---------|---------| + 81.81 | 22.85 | 15.18 | 1.53 | + ---------|---------|---------|---------| + 81.81 | 22.85 | 14.52 | 1.69 | + ---------|---------|---------|---------| + 81.81 | 22.85 | 13.85 | 2.22 | + ---------|---------|---------|---------| + 81.81 | 23.41 | 20.41 | 1.62 | + ---------|---------|---------|---------| + 81.81 | 23.41 | 19.75 | 1.54 | + ---------|---------|---------|---------| + 81.81 | 23.41 | 19.08 | 1.47 | + ---------|---------|---------|---------| + 81.81 | 23.41 | 18.41 | 1.41 | + ---------|---------|---------|---------| + 81.81 | 23.41 | 17.75 | 1.35 | + ---------|---------|---------|---------| + 81.81 | 23.41 | 17.08 | 1.37 | + ---------|---------|---------|---------| + 81.81 | 23.41 | 16.41 | 1.45 | + ---------|---------|---------|---------| + 81.81 | 23.41 | 15.75 | 1.53 | + ---------|---------|---------|---------| + 81.81 | 23.41 | 15.08 | 1.68 | + ---------|---------|---------|---------| + 81.81 | 23.41 | 14.41 | 2.19 | + ---------|---------|---------|---------| + 81.81 | 23.98 | 20.98 | 1.63 | + ---------|---------|---------|---------| + 81.81 | 23.98 | 20.31 | 1.55 | + ---------|---------|---------|---------| + 81.81 | 23.98 | 19.65 | 1.49 | + ---------|---------|---------|---------| + 81.81 | 23.98 | 18.98 | 1.42 | + ---------|---------|---------|---------| + 81.81 | 23.98 | 18.31 | 1.37 | + ---------|---------|---------|---------| + 81.81 | 23.98 | 17.65 | 1.37 | + ---------|---------|---------|---------| + 81.81 | 23.98 | 16.98 | 1.43 | + ---------|---------|---------|---------| + 81.81 | 23.98 | 16.31 | 1.53 | + ---------|---------|---------|---------| + 81.81 | 23.98 | 15.65 | 1.67 | + ---------|---------|---------|---------| + 81.81 | 23.98 | 14.98 | 2.16 | + ---------|---------|---------|---------| + 81.81 | 24.54 | 21.54 | 1.64 | + ---------|---------|---------|---------| + 81.81 | 24.54 | 20.88 | 1.57 | + ---------|---------|---------|---------| + 81.81 | 24.54 | 20.21 | 1.50 | + ---------|---------|---------|---------| + 81.81 | 24.54 | 19.54 | 1.43 | + ---------|---------|---------|---------| + 81.81 | 24.54 | 18.88 | 1.38 | + ---------|---------|---------|---------| + 81.81 | 24.54 | 18.21 | 1.36 | + ---------|---------|---------|---------| + 81.81 | 24.54 | 17.54 | 1.42 | + ---------|---------|---------|---------| + 81.81 | 24.54 | 16.88 | 1.52 | + ---------|---------|---------|---------| + 81.81 | 24.54 | 16.21 | 1.66 | + ---------|---------|---------|---------| + 81.81 | 24.54 | 15.54 | 2.14 | + ---------|---------|---------|---------| + 81.81 | 25.11 | 22.11 | 1.66 | + ---------|---------|---------|---------| + 81.81 | 25.11 | 21.44 | 1.58 | + ---------|---------|---------|---------| + 81.81 | 25.11 | 20.77 | 1.51 | + ---------|---------|---------|---------| + 81.81 | 25.11 | 20.11 | 1.44 | + ---------|---------|---------|---------| + 81.81 | 25.11 | 19.44 | 1.38 | + ---------|---------|---------|---------| + 81.81 | 25.11 | 18.77 | 1.36 | + ---------|---------|---------|---------| + 81.81 | 25.11 | 18.11 | 1.41 | + ---------|---------|---------|---------| + 81.81 | 25.11 | 17.44 | 1.52 | + ---------|---------|---------|---------| + 81.81 | 25.11 | 16.77 | 1.66 | + ---------|---------|---------|---------| + 81.81 | 25.11 | 16.11 | 2.11 | + 82.40 | 20.03 | 17.03 | 1.51 | + 82.40 | 20.03 | 16.36 | 1.45 | + 82.40 | 20.03 | 15.70 | 1.42 | + 82.40 | 20.03 | 15.03 | 1.41 | + 82.40 | 20.03 | 14.36 | 1.43 | + 82.40 | 20.03 | 13.70 | 1.43 | + 82.40 | 20.03 | 13.03 | 1.48 | + 82.40 | 20.03 | 12.36 | 1.59 | + 82.40 | 20.03 | 11.70 | 1.84 | + 82.40 | 20.03 | 11.03 | 2.61 | + 82.40 | 20.59 | 17.59 | 1.52 | + 82.40 | 20.59 | 16.93 | 1.45 | + 82.40 | 20.59 | 16.26 | 1.41 | + 82.40 | 20.59 | 15.59 | 1.39 | + 82.40 | 20.59 | 14.93 | 1.41 | + 82.40 | 20.59 | 14.26 | 1.43 | + 82.40 | 20.59 | 13.59 | 1.47 | + 82.40 | 20.59 | 12.93 | 1.57 | + 82.40 | 20.59 | 12.26 | 1.82 | + 82.40 | 20.59 | 11.59 | 2.58 | + 82.40 | 21.16 | 18.16 | 1.53 | + 82.40 | 21.16 | 17.49 | 1.46 | + 82.40 | 21.16 | 16.83 | 1.40 | + 82.40 | 21.16 | 16.16 | 1.38 | + 82.40 | 21.16 | 15.49 | 1.39 | + 82.40 | 21.16 | 14.83 | 1.43 | + 82.40 | 21.16 | 14.16 | 1.46 | + 82.40 | 21.16 | 13.49 | 1.56 | + 82.40 | 21.16 | 12.83 | 1.80 | + 82.40 | 21.16 | 12.16 | 2.56 | + 82.40 | 21.72 | 18.72 | 1.54 | + 82.40 | 21.72 | 18.06 | 1.47 | + 82.40 | 21.72 | 17.39 | 1.41 | + 82.40 | 21.72 | 16.72 | 1.38 | + 82.40 | 21.72 | 16.06 | 1.37 | + 82.40 | 21.72 | 15.39 | 1.43 | + 82.40 | 21.72 | 14.72 | 1.46 | + 82.40 | 21.72 | 14.06 | 1.55 | + 82.40 | 21.72 | 13.39 | 1.79 | + 82.40 | 21.72 | 12.72 | 2.52 | + 82.40 | 22.29 | 19.29 | 1.55 | + 82.40 | 22.29 | 18.62 | 1.48 | + 82.40 | 22.29 | 17.95 | 1.41 | + 82.40 | 22.29 | 17.29 | 1.37 | + 82.40 | 22.29 | 16.62 | 1.36 | + 82.40 | 22.29 | 15.95 | 1.41 | + 82.40 | 22.29 | 15.29 | 1.46 | + 82.40 | 22.29 | 14.62 | 1.54 | + 82.40 | 22.29 | 13.95 | 1.77 | + 82.40 | 22.29 | 13.29 | 2.49 | + 82.40 | 22.85 | 19.85 | 1.56 | + 82.40 | 22.85 | 19.18 | 1.49 | + 82.40 | 22.85 | 18.52 | 1.42 | + 82.40 | 22.85 | 17.85 | 1.37 | + 82.40 | 22.85 | 17.18 | 1.36 | + 82.40 | 22.85 | 16.52 | 1.39 | + 82.40 | 22.85 | 15.85 | 1.46 | + 82.40 | 22.85 | 15.18 | 1.53 | + 82.40 | 22.85 | 14.52 | 1.76 | + 82.40 | 22.85 | 13.85 | 2.45 | + 82.40 | 23.41 | 20.41 | 1.57 | + 82.40 | 23.41 | 19.75 | 1.50 | + 82.40 | 23.41 | 19.08 | 1.43 | + 82.40 | 23.41 | 18.41 | 1.38 | + 82.40 | 23.41 | 17.75 | 1.35 | + 82.40 | 23.41 | 17.08 | 1.38 | + 82.40 | 23.41 | 16.41 | 1.45 | + 82.40 | 23.41 | 15.75 | 1.53 | + 82.40 | 23.41 | 15.08 | 1.74 | + 82.40 | 23.41 | 14.41 | 2.42 | + 82.40 | 23.98 | 20.98 | 1.58 | + 82.40 | 23.98 | 20.31 | 1.51 | + 82.40 | 23.98 | 19.65 | 1.44 | + 82.40 | 23.98 | 18.98 | 1.38 | + 82.40 | 23.98 | 18.31 | 1.35 | + 82.40 | 23.98 | 17.65 | 1.37 | + 82.40 | 23.98 | 16.98 | 1.46 | + 82.40 | 23.98 | 16.31 | 1.53 | + 82.40 | 23.98 | 15.65 | 1.73 | + 82.40 | 23.98 | 14.98 | 2.38 | + 82.40 | 24.54 | 21.54 | 1.59 | + 82.40 | 24.54 | 20.88 | 1.52 | + 82.40 | 24.54 | 20.21 | 1.46 | + 82.40 | 24.54 | 19.54 | 1.39 | + 82.40 | 24.54 | 18.88 | 1.35 | + 82.40 | 24.54 | 18.21 | 1.36 | + 82.40 | 24.54 | 17.54 | 1.45 | + 82.40 | 24.54 | 16.88 | 1.53 | + 82.40 | 24.54 | 16.21 | 1.71 | + 82.40 | 24.54 | 15.54 | 2.35 | + 82.40 | 25.11 | 22.11 | 1.61 | + 82.40 | 25.11 | 21.44 | 1.53 | + 82.40 | 25.11 | 20.77 | 1.47 | + 82.40 | 25.11 | 20.11 | 1.40 | + 82.40 | 25.11 | 19.44 | 1.35 | + 82.40 | 25.11 | 18.77 | 1.35 | + 82.40 | 25.11 | 18.11 | 1.43 | + 82.40 | 25.11 | 17.44 | 1.53 | + 82.40 | 25.11 | 16.77 | 1.70 | + 82.40 | 25.11 | 16.11 | 2.32 | + + The center point of the critical circle lies on the edge of the grid. + + New grid with : X minimum = 77.66 [m] + X maximum = 82.99 [m] + Y minimum = 20.03 [m] + Y maximum = 25.11 [m] + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 77.66 | 20.03 | 17.03 | 2.13 | Evaluated earlier. + 77.66 | 20.03 | 16.36 | 2.05 | Evaluated earlier. + 77.66 | 20.03 | 15.70 | 1.97 | Evaluated earlier. + 77.66 | 20.03 | 15.03 | 1.88 | Evaluated earlier. + 77.66 | 20.03 | 14.36 | 1.79 | Evaluated earlier. + 77.66 | 20.03 | 13.70 | 1.70 | Evaluated earlier. + 77.66 | 20.03 | 13.03 | 1.61 | Evaluated earlier. + 77.66 | 20.03 | 12.36 | 1.55 | Evaluated earlier. + 77.66 | 20.03 | 11.70 | 1.61 | Evaluated earlier. + 77.66 | 20.03 | 11.03 | 1.82 | Evaluated earlier. + 77.66 | 20.59 | 17.59 | 2.14 | Evaluated earlier. + 77.66 | 20.59 | 16.93 | 2.06 | Evaluated earlier. + 77.66 | 20.59 | 16.26 | 1.98 | Evaluated earlier. + 77.66 | 20.59 | 15.59 | 1.89 | Evaluated earlier. + 77.66 | 20.59 | 14.93 | 1.81 | Evaluated earlier. + 77.66 | 20.59 | 14.26 | 1.72 | Evaluated earlier. + 77.66 | 20.59 | 13.59 | 1.63 | Evaluated earlier. + 77.66 | 20.59 | 12.93 | 1.57 | Evaluated earlier. + 77.66 | 20.59 | 12.26 | 1.59 | Evaluated earlier. + 77.66 | 20.59 | 11.59 | 1.78 | Evaluated earlier. + 77.66 | 21.16 | 18.16 | 2.15 | Evaluated earlier. + 77.66 | 21.16 | 17.49 | 2.07 | Evaluated earlier. + 77.66 | 21.16 | 16.83 | 1.99 | Evaluated earlier. + 77.66 | 21.16 | 16.16 | 1.91 | Evaluated earlier. + 77.66 | 21.16 | 15.49 | 1.82 | Evaluated earlier. + 77.66 | 21.16 | 14.83 | 1.74 | Evaluated earlier. + 77.66 | 21.16 | 14.16 | 1.65 | Evaluated earlier. + 77.66 | 21.16 | 13.49 | 1.58 | Evaluated earlier. + 77.66 | 21.16 | 12.83 | 1.59 | Evaluated earlier. + 77.66 | 21.16 | 12.16 | 1.75 | Evaluated earlier. + 77.66 | 21.72 | 18.72 | 2.16 | Evaluated earlier. + 77.66 | 21.72 | 18.06 | 2.08 | Evaluated earlier. + 77.66 | 21.72 | 17.39 | 2.00 | Evaluated earlier. + 77.66 | 21.72 | 16.72 | 1.92 | Evaluated earlier. + 77.66 | 21.72 | 16.06 | 1.84 | Evaluated earlier. + 77.66 | 21.72 | 15.39 | 1.75 | Evaluated earlier. + 77.66 | 21.72 | 14.72 | 1.67 | Evaluated earlier. + 77.66 | 21.72 | 14.06 | 1.60 | Evaluated earlier. + 77.66 | 21.72 | 13.39 | 1.58 | Evaluated earlier. + 77.66 | 21.72 | 12.72 | 1.73 | Evaluated earlier. + 77.66 | 22.29 | 19.29 | 2.17 | Evaluated earlier. + 77.66 | 22.29 | 18.62 | 2.09 | Evaluated earlier. + 77.66 | 22.29 | 17.95 | 2.02 | Evaluated earlier. + 77.66 | 22.29 | 17.29 | 1.94 | Evaluated earlier. + 77.66 | 22.29 | 16.62 | 1.86 | Evaluated earlier. + 77.66 | 22.29 | 15.95 | 1.77 | Evaluated earlier. + 77.66 | 22.29 | 15.29 | 1.69 | Evaluated earlier. + 77.66 | 22.29 | 14.62 | 1.61 | Evaluated earlier. + 77.66 | 22.29 | 13.95 | 1.58 | Evaluated earlier. + 77.66 | 22.29 | 13.29 | 1.72 | Evaluated earlier. + 77.66 | 22.85 | 19.85 | 2.19 | Evaluated earlier. + 77.66 | 22.85 | 19.18 | 2.10 | Evaluated earlier. + 77.66 | 22.85 | 18.52 | 2.03 | Evaluated earlier. + 77.66 | 22.85 | 17.85 | 1.95 | Evaluated earlier. + 77.66 | 22.85 | 17.18 | 1.88 | Evaluated earlier. + 77.66 | 22.85 | 16.52 | 1.79 | Evaluated earlier. + 77.66 | 22.85 | 15.85 | 1.71 | Evaluated earlier. + 77.66 | 22.85 | 15.18 | 1.63 | Evaluated earlier. + 77.66 | 22.85 | 14.52 | 1.60 | Evaluated earlier. + 77.66 | 22.85 | 13.85 | 1.70 | Evaluated earlier. + 77.66 | 23.41 | 20.41 | 2.20 | Evaluated earlier. + 77.66 | 23.41 | 19.75 | 2.12 | Evaluated earlier. + 77.66 | 23.41 | 19.08 | 2.04 | Evaluated earlier. + 77.66 | 23.41 | 18.41 | 1.97 | Evaluated earlier. + 77.66 | 23.41 | 17.75 | 1.89 | Evaluated earlier. + 77.66 | 23.41 | 17.08 | 1.81 | Evaluated earlier. + 77.66 | 23.41 | 16.41 | 1.73 | Evaluated earlier. + 77.66 | 23.41 | 15.75 | 1.66 | Evaluated earlier. + 77.66 | 23.41 | 15.08 | 1.62 | Evaluated earlier. + 77.66 | 23.41 | 14.41 | 1.70 | Evaluated earlier. + 77.66 | 23.98 | 20.98 | 2.22 | Evaluated earlier. + 77.66 | 23.98 | 20.31 | 2.13 | Evaluated earlier. + 77.66 | 23.98 | 19.65 | 2.06 | Evaluated earlier. + 77.66 | 23.98 | 18.98 | 1.99 | Evaluated earlier. + 77.66 | 23.98 | 18.31 | 1.91 | Evaluated earlier. + 77.66 | 23.98 | 17.65 | 1.83 | Evaluated earlier. + 77.66 | 23.98 | 16.98 | 1.76 | Evaluated earlier. + 77.66 | 23.98 | 16.31 | 1.68 | Evaluated earlier. + 77.66 | 23.98 | 15.65 | 1.63 | Evaluated earlier. + 77.66 | 23.98 | 14.98 | 1.69 | Evaluated earlier. + 77.66 | 24.54 | 21.54 | 2.23 | Evaluated earlier. + 77.66 | 24.54 | 20.88 | 2.15 | Evaluated earlier. + 77.66 | 24.54 | 20.21 | 2.07 | Evaluated earlier. + 77.66 | 24.54 | 19.54 | 2.00 | Evaluated earlier. + 77.66 | 24.54 | 18.88 | 1.93 | Evaluated earlier. + 77.66 | 24.54 | 18.21 | 1.85 | Evaluated earlier. + 77.66 | 24.54 | 17.54 | 1.78 | Evaluated earlier. + 77.66 | 24.54 | 16.88 | 1.71 | Evaluated earlier. + 77.66 | 24.54 | 16.21 | 1.65 | Evaluated earlier. + 77.66 | 24.54 | 15.54 | 1.69 | Evaluated earlier. + 77.66 | 25.11 | 22.11 | 2.25 | Evaluated earlier. + 77.66 | 25.11 | 21.44 | 2.16 | Evaluated earlier. + 77.66 | 25.11 | 20.77 | 2.09 | Evaluated earlier. + 77.66 | 25.11 | 20.11 | 2.02 | Evaluated earlier. + 77.66 | 25.11 | 19.44 | 1.95 | Evaluated earlier. + 77.66 | 25.11 | 18.77 | 1.87 | Evaluated earlier. + 77.66 | 25.11 | 18.11 | 1.80 | Evaluated earlier. + 77.66 | 25.11 | 17.44 | 1.73 | Evaluated earlier. + 77.66 | 25.11 | 16.77 | 1.68 | Evaluated earlier. + 77.66 | 25.11 | 16.11 | 1.69 | Evaluated earlier. + ---------|---------|---------|---------| + 78.25 | 20.03 | 17.03 | 2.00 | Evaluated earlier. + 78.25 | 20.03 | 16.36 | 1.92 | Evaluated earlier. + 78.25 | 20.03 | 15.70 | 1.85 | Evaluated earlier. + 78.25 | 20.03 | 15.03 | 1.77 | Evaluated earlier. + 78.25 | 20.03 | 14.36 | 1.69 | Evaluated earlier. + 78.25 | 20.03 | 13.70 | 1.60 | Evaluated earlier. + 78.25 | 20.03 | 13.03 | 1.54 | Evaluated earlier. + 78.25 | 20.03 | 12.36 | 1.53 | Evaluated earlier. + 78.25 | 20.03 | 11.70 | 1.63 | Evaluated earlier. + 78.25 | 20.03 | 11.03 | 1.84 | Evaluated earlier. + 78.25 | 20.59 | 17.59 | 2.01 | Evaluated earlier. + 78.25 | 20.59 | 16.93 | 1.93 | Evaluated earlier. + 78.25 | 20.59 | 16.26 | 1.86 | Evaluated earlier. + 78.25 | 20.59 | 15.59 | 1.78 | Evaluated earlier. + 78.25 | 20.59 | 14.93 | 1.70 | Evaluated earlier. + 78.25 | 20.59 | 14.26 | 1.62 | Evaluated earlier. + 78.25 | 20.59 | 13.59 | 1.56 | Evaluated earlier. + 78.25 | 20.59 | 12.93 | 1.52 | Evaluated earlier. + 78.25 | 20.59 | 12.26 | 1.61 | Evaluated earlier. + 78.25 | 20.59 | 11.59 | 1.84 | Evaluated earlier. + 78.25 | 21.16 | 18.16 | 2.02 | Evaluated earlier. + 78.25 | 21.16 | 17.49 | 1.94 | Evaluated earlier. + 78.25 | 21.16 | 16.83 | 1.87 | Evaluated earlier. + 78.25 | 21.16 | 16.16 | 1.79 | Evaluated earlier. + 78.25 | 21.16 | 15.49 | 1.71 | Evaluated earlier. + 78.25 | 21.16 | 14.83 | 1.64 | Evaluated earlier. + 78.25 | 21.16 | 14.16 | 1.56 | Evaluated earlier. + 78.25 | 21.16 | 13.49 | 1.52 | Evaluated earlier. + 78.25 | 21.16 | 12.83 | 1.59 | Evaluated earlier. + 78.25 | 21.16 | 12.16 | 1.82 | Evaluated earlier. + 78.25 | 21.72 | 18.72 | 2.04 | Evaluated earlier. + 78.25 | 21.72 | 18.06 | 1.95 | Evaluated earlier. + 78.25 | 21.72 | 17.39 | 1.88 | Evaluated earlier. + 78.25 | 21.72 | 16.72 | 1.81 | Evaluated earlier. + 78.25 | 21.72 | 16.06 | 1.73 | Evaluated earlier. + 78.25 | 21.72 | 15.39 | 1.65 | Evaluated earlier. + 78.25 | 21.72 | 14.72 | 1.58 | Evaluated earlier. + 78.25 | 21.72 | 14.06 | 1.52 | Evaluated earlier. + 78.25 | 21.72 | 13.39 | 1.58 | Evaluated earlier. + 78.25 | 21.72 | 12.72 | 1.81 | Evaluated earlier. + 78.25 | 22.29 | 19.29 | 2.05 | Evaluated earlier. + 78.25 | 22.29 | 18.62 | 1.96 | Evaluated earlier. + 78.25 | 22.29 | 17.95 | 1.89 | Evaluated earlier. + 78.25 | 22.29 | 17.29 | 1.82 | Evaluated earlier. + 78.25 | 22.29 | 16.62 | 1.75 | Evaluated earlier. + 78.25 | 22.29 | 15.95 | 1.67 | Evaluated earlier. + 78.25 | 22.29 | 15.29 | 1.60 | Evaluated earlier. + 78.25 | 22.29 | 14.62 | 1.54 | Evaluated earlier. + 78.25 | 22.29 | 13.95 | 1.57 | Evaluated earlier. + 78.25 | 22.29 | 13.29 | 1.78 | Evaluated earlier. + 78.25 | 22.85 | 19.85 | 2.07 | Evaluated earlier. + 78.25 | 22.85 | 19.18 | 1.98 | Evaluated earlier. + 78.25 | 22.85 | 18.52 | 1.90 | Evaluated earlier. + 78.25 | 22.85 | 17.85 | 1.84 | Evaluated earlier. + 78.25 | 22.85 | 17.18 | 1.76 | Evaluated earlier. + 78.25 | 22.85 | 16.52 | 1.69 | Evaluated earlier. + 78.25 | 22.85 | 15.85 | 1.62 | Evaluated earlier. + 78.25 | 22.85 | 15.18 | 1.55 | Evaluated earlier. + 78.25 | 22.85 | 14.52 | 1.57 | Evaluated earlier. + 78.25 | 22.85 | 13.85 | 1.76 | Evaluated earlier. + 78.25 | 23.41 | 20.41 | 2.08 | Evaluated earlier. + 78.25 | 23.41 | 19.75 | 1.99 | Evaluated earlier. + 78.25 | 23.41 | 19.08 | 1.92 | Evaluated earlier. + 78.25 | 23.41 | 18.41 | 1.85 | Evaluated earlier. + 78.25 | 23.41 | 17.75 | 1.78 | Evaluated earlier. + 78.25 | 23.41 | 17.08 | 1.71 | Evaluated earlier. + 78.25 | 23.41 | 16.41 | 1.63 | Evaluated earlier. + 78.25 | 23.41 | 15.75 | 1.57 | Evaluated earlier. + 78.25 | 23.41 | 15.08 | 1.56 | Evaluated earlier. + 78.25 | 23.41 | 14.41 | 1.74 | Evaluated earlier. + 78.25 | 23.98 | 20.98 | 2.10 | Evaluated earlier. + 78.25 | 23.98 | 20.31 | 2.01 | Evaluated earlier. + 78.25 | 23.98 | 19.65 | 1.93 | Evaluated earlier. + 78.25 | 23.98 | 18.98 | 1.87 | Evaluated earlier. + 78.25 | 23.98 | 18.31 | 1.80 | Evaluated earlier. + 78.25 | 23.98 | 17.65 | 1.72 | Evaluated earlier. + 78.25 | 23.98 | 16.98 | 1.65 | Evaluated earlier. + 78.25 | 23.98 | 16.31 | 1.58 | Evaluated earlier. + 78.25 | 23.98 | 15.65 | 1.57 | Evaluated earlier. + 78.25 | 23.98 | 14.98 | 1.72 | Evaluated earlier. + 78.25 | 24.54 | 21.54 | 2.11 | Evaluated earlier. + 78.25 | 24.54 | 20.88 | 2.02 | Evaluated earlier. + 78.25 | 24.54 | 20.21 | 1.94 | Evaluated earlier. + 78.25 | 24.54 | 19.54 | 1.88 | Evaluated earlier. + 78.25 | 24.54 | 18.88 | 1.81 | Evaluated earlier. + 78.25 | 24.54 | 18.21 | 1.74 | Evaluated earlier. + 78.25 | 24.54 | 17.54 | 1.67 | Evaluated earlier. + 78.25 | 24.54 | 16.88 | 1.60 | Evaluated earlier. + 78.25 | 24.54 | 16.21 | 1.58 | Evaluated earlier. + 78.25 | 24.54 | 15.54 | 1.71 | Evaluated earlier. + 78.25 | 25.11 | 22.11 | 2.13 | Evaluated earlier. + 78.25 | 25.11 | 21.44 | 2.04 | Evaluated earlier. + 78.25 | 25.11 | 20.77 | 1.96 | Evaluated earlier. + 78.25 | 25.11 | 20.11 | 1.90 | Evaluated earlier. + 78.25 | 25.11 | 19.44 | 1.83 | Evaluated earlier. + 78.25 | 25.11 | 18.77 | 1.76 | Evaluated earlier. + 78.25 | 25.11 | 18.11 | 1.69 | Evaluated earlier. + 78.25 | 25.11 | 17.44 | 1.63 | Evaluated earlier. + 78.25 | 25.11 | 16.77 | 1.61 | Evaluated earlier. + 78.25 | 25.11 | 16.11 | 1.71 | Evaluated earlier. + ---------|---------|---------|---------| + 78.85 | 20.03 | 17.03 | 1.89 | Evaluated earlier. + 78.85 | 20.03 | 16.36 | 1.81 | Evaluated earlier. + 78.85 | 20.03 | 15.70 | 1.74 | Evaluated earlier. + 78.85 | 20.03 | 15.03 | 1.67 | Evaluated earlier. + 78.85 | 20.03 | 14.36 | 1.60 | Evaluated earlier. + 78.85 | 20.03 | 13.70 | 1.54 | Evaluated earlier. + 78.85 | 20.03 | 13.03 | 1.49 | Evaluated earlier. + 78.85 | 20.03 | 12.36 | 1.53 | Evaluated earlier. + 78.85 | 20.03 | 11.70 | 1.69 | Evaluated earlier. + 78.85 | 20.03 | 11.03 | 1.82 | Evaluated earlier. + 78.85 | 20.59 | 17.59 | 1.91 | Evaluated earlier. + 78.85 | 20.59 | 16.93 | 1.82 | Evaluated earlier. + 78.85 | 20.59 | 16.26 | 1.75 | Evaluated earlier. + 78.85 | 20.59 | 15.59 | 1.68 | Evaluated earlier. + 78.85 | 20.59 | 14.93 | 1.61 | Evaluated earlier. + 78.85 | 20.59 | 14.26 | 1.53 | Evaluated earlier. + 78.85 | 20.59 | 13.59 | 1.49 | Evaluated earlier. + 78.85 | 20.59 | 12.93 | 1.52 | Evaluated earlier. + 78.85 | 20.59 | 12.26 | 1.65 | Evaluated earlier. + 78.85 | 20.59 | 11.59 | 1.82 | Evaluated earlier. + 78.85 | 21.16 | 18.16 | 1.92 | Evaluated earlier. + 78.85 | 21.16 | 17.49 | 1.83 | Evaluated earlier. + 78.85 | 21.16 | 16.83 | 1.76 | Evaluated earlier. + 78.85 | 21.16 | 16.16 | 1.69 | Evaluated earlier. + 78.85 | 21.16 | 15.49 | 1.62 | Evaluated earlier. + 78.85 | 21.16 | 14.83 | 1.55 | Evaluated earlier. + 78.85 | 21.16 | 14.16 | 1.49 | Evaluated earlier. + 78.85 | 21.16 | 13.49 | 1.51 | Evaluated earlier. + 78.85 | 21.16 | 12.83 | 1.62 | Evaluated earlier. + 78.85 | 21.16 | 12.16 | 1.83 | Evaluated earlier. + 78.85 | 21.72 | 18.72 | 1.93 | Evaluated earlier. + 78.85 | 21.72 | 18.06 | 1.85 | Evaluated earlier. + 78.85 | 21.72 | 17.39 | 1.77 | Evaluated earlier. + 78.85 | 21.72 | 16.72 | 1.70 | Evaluated earlier. + 78.85 | 21.72 | 16.06 | 1.64 | Evaluated earlier. + 78.85 | 21.72 | 15.39 | 1.57 | Evaluated earlier. + 78.85 | 21.72 | 14.72 | 1.51 | Evaluated earlier. + 78.85 | 21.72 | 14.06 | 1.50 | Evaluated earlier. + 78.85 | 21.72 | 13.39 | 1.60 | Evaluated earlier. + 78.85 | 21.72 | 12.72 | 1.84 | Evaluated earlier. + 78.85 | 22.29 | 19.29 | 1.95 | Evaluated earlier. + 78.85 | 22.29 | 18.62 | 1.86 | Evaluated earlier. + 78.85 | 22.29 | 17.95 | 1.78 | Evaluated earlier. + 78.85 | 22.29 | 17.29 | 1.72 | Evaluated earlier. + 78.85 | 22.29 | 16.62 | 1.65 | Evaluated earlier. + 78.85 | 22.29 | 15.95 | 1.58 | Evaluated earlier. + 78.85 | 22.29 | 15.29 | 1.51 | Evaluated earlier. + 78.85 | 22.29 | 14.62 | 1.49 | Evaluated earlier. + 78.85 | 22.29 | 13.95 | 1.59 | Evaluated earlier. + 78.85 | 22.29 | 13.29 | 1.84 | Evaluated earlier. + 78.85 | 22.85 | 19.85 | 1.96 | Evaluated earlier. + 78.85 | 22.85 | 19.18 | 1.87 | Evaluated earlier. + 78.85 | 22.85 | 18.52 | 1.80 | Evaluated earlier. + 78.85 | 22.85 | 17.85 | 1.73 | Evaluated earlier. + 78.85 | 22.85 | 17.18 | 1.66 | Evaluated earlier. + 78.85 | 22.85 | 16.52 | 1.60 | Evaluated earlier. + 78.85 | 22.85 | 15.85 | 1.53 | Evaluated earlier. + 78.85 | 22.85 | 15.18 | 1.49 | Evaluated earlier. + 78.85 | 22.85 | 14.52 | 1.57 | Evaluated earlier. + 78.85 | 22.85 | 13.85 | 1.83 | Evaluated earlier. + 78.85 | 23.41 | 20.41 | 1.98 | Evaluated earlier. + 78.85 | 23.41 | 19.75 | 1.89 | Evaluated earlier. + 78.85 | 23.41 | 19.08 | 1.81 | Evaluated earlier. + 78.85 | 23.41 | 18.41 | 1.74 | Evaluated earlier. + 78.85 | 23.41 | 17.75 | 1.68 | Evaluated earlier. + 78.85 | 23.41 | 17.08 | 1.61 | Evaluated earlier. + 78.85 | 23.41 | 16.41 | 1.55 | Evaluated earlier. + 78.85 | 23.41 | 15.75 | 1.51 | Evaluated earlier. + 78.85 | 23.41 | 15.08 | 1.57 | Evaluated earlier. + 78.85 | 23.41 | 14.41 | 1.82 | Evaluated earlier. + 78.85 | 23.98 | 20.98 | 1.99 | Evaluated earlier. + 78.85 | 23.98 | 20.31 | 1.90 | Evaluated earlier. + 78.85 | 23.98 | 19.65 | 1.82 | Evaluated earlier. + 78.85 | 23.98 | 18.98 | 1.76 | Evaluated earlier. + 78.85 | 23.98 | 18.31 | 1.69 | Evaluated earlier. + 78.85 | 23.98 | 17.65 | 1.63 | Evaluated earlier. + 78.85 | 23.98 | 16.98 | 1.57 | Evaluated earlier. + 78.85 | 23.98 | 16.31 | 1.51 | Evaluated earlier. + 78.85 | 23.98 | 15.65 | 1.56 | Evaluated earlier. + 78.85 | 23.98 | 14.98 | 1.80 | Evaluated earlier. + 78.85 | 24.54 | 21.54 | 2.01 | Evaluated earlier. + 78.85 | 24.54 | 20.88 | 1.92 | Evaluated earlier. + 78.85 | 24.54 | 20.21 | 1.84 | Evaluated earlier. + 78.85 | 24.54 | 19.54 | 1.77 | Evaluated earlier. + 78.85 | 24.54 | 18.88 | 1.71 | Evaluated earlier. + 78.85 | 24.54 | 18.21 | 1.65 | Evaluated earlier. + 78.85 | 24.54 | 17.54 | 1.58 | Evaluated earlier. + 78.85 | 24.54 | 16.88 | 1.53 | Evaluated earlier. + 78.85 | 24.54 | 16.21 | 1.56 | Evaluated earlier. + 78.85 | 24.54 | 15.54 | 1.77 | Evaluated earlier. + 78.85 | 25.11 | 22.11 | 2.02 | Evaluated earlier. + 78.85 | 25.11 | 21.44 | 1.94 | Evaluated earlier. + 78.85 | 25.11 | 20.77 | 1.85 | Evaluated earlier. + 78.85 | 25.11 | 20.11 | 1.79 | Evaluated earlier. + 78.85 | 25.11 | 19.44 | 1.73 | Evaluated earlier. + 78.85 | 25.11 | 18.77 | 1.66 | Evaluated earlier. + 78.85 | 25.11 | 18.11 | 1.60 | Evaluated earlier. + 78.85 | 25.11 | 17.44 | 1.55 | Evaluated earlier. + 78.85 | 25.11 | 16.77 | 1.56 | Evaluated earlier. + 78.85 | 25.11 | 16.11 | 1.75 | Evaluated earlier. + ---------|---------|---------|---------| + 79.44 | 20.03 | 17.03 | 1.80 | Evaluated earlier. + 79.44 | 20.03 | 16.36 | 1.72 | Evaluated earlier. + 79.44 | 20.03 | 15.70 | 1.65 | Evaluated earlier. + 79.44 | 20.03 | 15.03 | 1.59 | Evaluated earlier. + 79.44 | 20.03 | 14.36 | 1.52 | Evaluated earlier. + 79.44 | 20.03 | 13.70 | 1.47 | Evaluated earlier. + 79.44 | 20.03 | 13.03 | 1.48 | Evaluated earlier. + 79.44 | 20.03 | 12.36 | 1.56 | Evaluated earlier. + 79.44 | 20.03 | 11.70 | 1.66 | Evaluated earlier. + 79.44 | 20.03 | 11.03 | 1.84 | Evaluated earlier. + 79.44 | 20.59 | 17.59 | 1.81 | Evaluated earlier. + 79.44 | 20.59 | 16.93 | 1.73 | Evaluated earlier. + 79.44 | 20.59 | 16.26 | 1.66 | Evaluated earlier. + 79.44 | 20.59 | 15.59 | 1.59 | Evaluated earlier. + 79.44 | 20.59 | 14.93 | 1.53 | Evaluated earlier. + 79.44 | 20.59 | 14.26 | 1.47 | Evaluated earlier. + 79.44 | 20.59 | 13.59 | 1.47 | Evaluated earlier. + 79.44 | 20.59 | 12.93 | 1.53 | Evaluated earlier. + 79.44 | 20.59 | 12.26 | 1.67 | Evaluated earlier. + 79.44 | 20.59 | 11.59 | 1.83 | Evaluated earlier. + 79.44 | 21.16 | 18.16 | 1.83 | Evaluated earlier. + 79.44 | 21.16 | 17.49 | 1.74 | Evaluated earlier. + 79.44 | 21.16 | 16.83 | 1.67 | Evaluated earlier. + 79.44 | 21.16 | 16.16 | 1.60 | Evaluated earlier. + 79.44 | 21.16 | 15.49 | 1.54 | Evaluated earlier. + 79.44 | 21.16 | 14.83 | 1.49 | Evaluated earlier. + 79.44 | 21.16 | 14.16 | 1.46 | Evaluated earlier. + 79.44 | 21.16 | 13.49 | 1.51 | Evaluated earlier. + 79.44 | 21.16 | 12.83 | 1.67 | Evaluated earlier. + 79.44 | 21.16 | 12.16 | 1.83 | Evaluated earlier. + 79.44 | 21.72 | 18.72 | 1.84 | Evaluated earlier. + 79.44 | 21.72 | 18.06 | 1.76 | Evaluated earlier. + 79.44 | 21.72 | 17.39 | 1.68 | Evaluated earlier. + 79.44 | 21.72 | 16.72 | 1.61 | Evaluated earlier. + 79.44 | 21.72 | 16.06 | 1.55 | Evaluated earlier. + 79.44 | 21.72 | 15.39 | 1.49 | Evaluated earlier. + 79.44 | 21.72 | 14.72 | 1.46 | Evaluated earlier. + 79.44 | 21.72 | 14.06 | 1.50 | Evaluated earlier. + 79.44 | 21.72 | 13.39 | 1.66 | Evaluated earlier. + 79.44 | 21.72 | 12.72 | 1.83 | Evaluated earlier. + 79.44 | 22.29 | 19.29 | 1.85 | Evaluated earlier. + 79.44 | 22.29 | 18.62 | 1.77 | Evaluated earlier. + 79.44 | 22.29 | 17.95 | 1.69 | Evaluated earlier. + 79.44 | 22.29 | 17.29 | 1.63 | Evaluated earlier. + 79.44 | 22.29 | 16.62 | 1.57 | Evaluated earlier. + 79.44 | 22.29 | 15.95 | 1.50 | Evaluated earlier. + 79.44 | 22.29 | 15.29 | 1.46 | Evaluated earlier. + 79.44 | 22.29 | 14.62 | 1.49 | Evaluated earlier. + 79.44 | 22.29 | 13.95 | 1.63 | Evaluated earlier. + 79.44 | 22.29 | 13.29 | 1.83 | Evaluated earlier. + 79.44 | 22.85 | 19.85 | 1.87 | Evaluated earlier. + 79.44 | 22.85 | 19.18 | 1.78 | Evaluated earlier. + 79.44 | 22.85 | 18.52 | 1.70 | Evaluated earlier. + 79.44 | 22.85 | 17.85 | 1.64 | Evaluated earlier. + 79.44 | 22.85 | 17.18 | 1.58 | Evaluated earlier. + 79.44 | 22.85 | 16.52 | 1.52 | Evaluated earlier. + 79.44 | 22.85 | 15.85 | 1.48 | Evaluated earlier. + 79.44 | 22.85 | 15.18 | 1.48 | Evaluated earlier. + 79.44 | 22.85 | 14.52 | 1.61 | Evaluated earlier. + 79.44 | 22.85 | 13.85 | 1.84 | Evaluated earlier. + 79.44 | 23.41 | 20.41 | 1.88 | Evaluated earlier. + 79.44 | 23.41 | 19.75 | 1.80 | Evaluated earlier. + 79.44 | 23.41 | 19.08 | 1.72 | Evaluated earlier. + 79.44 | 23.41 | 18.41 | 1.65 | Evaluated earlier. + 79.44 | 23.41 | 17.75 | 1.59 | Evaluated earlier. + 79.44 | 23.41 | 17.08 | 1.53 | Evaluated earlier. + 79.44 | 23.41 | 16.41 | 1.49 | Evaluated earlier. + 79.44 | 23.41 | 15.75 | 1.48 | Evaluated earlier. + 79.44 | 23.41 | 15.08 | 1.59 | Evaluated earlier. + 79.44 | 23.41 | 14.41 | 1.84 | Evaluated earlier. + 79.44 | 23.98 | 20.98 | 1.90 | Evaluated earlier. + 79.44 | 23.98 | 20.31 | 1.81 | Evaluated earlier. + 79.44 | 23.98 | 19.65 | 1.73 | Evaluated earlier. + 79.44 | 23.98 | 18.98 | 1.66 | Evaluated earlier. + 79.44 | 23.98 | 18.31 | 1.61 | Evaluated earlier. + 79.44 | 23.98 | 17.65 | 1.55 | Evaluated earlier. + 79.44 | 23.98 | 16.98 | 1.49 | Evaluated earlier. + 79.44 | 23.98 | 16.31 | 1.48 | Evaluated earlier. + 79.44 | 23.98 | 15.65 | 1.58 | Evaluated earlier. + 79.44 | 23.98 | 14.98 | 1.86 | Evaluated earlier. + 79.44 | 24.54 | 21.54 | 1.91 | Evaluated earlier. + 79.44 | 24.54 | 20.88 | 1.83 | Evaluated earlier. + 79.44 | 24.54 | 20.21 | 1.75 | Evaluated earlier. + 79.44 | 24.54 | 19.54 | 1.68 | Evaluated earlier. + 79.44 | 24.54 | 18.88 | 1.62 | Evaluated earlier. + 79.44 | 24.54 | 18.21 | 1.56 | Evaluated earlier. + 79.44 | 24.54 | 17.54 | 1.51 | Evaluated earlier. + 79.44 | 24.54 | 16.88 | 1.48 | Evaluated earlier. + 79.44 | 24.54 | 16.21 | 1.57 | Evaluated earlier. + 79.44 | 24.54 | 15.54 | 1.81 | Evaluated earlier. + 79.44 | 25.11 | 22.11 | 1.93 | Evaluated earlier. + 79.44 | 25.11 | 21.44 | 1.84 | Evaluated earlier. + 79.44 | 25.11 | 20.77 | 1.76 | Evaluated earlier. + 79.44 | 25.11 | 20.11 | 1.69 | Evaluated earlier. + 79.44 | 25.11 | 19.44 | 1.63 | Evaluated earlier. + 79.44 | 25.11 | 18.77 | 1.58 | Evaluated earlier. + 79.44 | 25.11 | 18.11 | 1.52 | Evaluated earlier. + 79.44 | 25.11 | 17.44 | 1.49 | Evaluated earlier. + 79.44 | 25.11 | 16.77 | 1.56 | Evaluated earlier. + 79.44 | 25.11 | 16.11 | 1.82 | Evaluated earlier. + ---------|---------|---------|---------| + 80.03 | 20.03 | 17.03 | 1.72 | Evaluated earlier. + 80.03 | 20.03 | 16.36 | 1.64 | Evaluated earlier. + 80.03 | 20.03 | 15.70 | 1.57 | Evaluated earlier. + 80.03 | 20.03 | 15.03 | 1.51 | Evaluated earlier. + 80.03 | 20.03 | 14.36 | 1.46 | Evaluated earlier. + 80.03 | 20.03 | 13.70 | 1.45 | Evaluated earlier. + 80.03 | 20.03 | 13.03 | 1.49 | Evaluated earlier. + 80.03 | 20.03 | 12.36 | 1.57 | Evaluated earlier. + 80.03 | 20.03 | 11.70 | 1.64 | Evaluated earlier. + 80.03 | 20.03 | 11.03 | 1.92 | Evaluated earlier. + 80.03 | 20.59 | 17.59 | 1.74 | Evaluated earlier. + 80.03 | 20.59 | 16.93 | 1.65 | Evaluated earlier. + 80.03 | 20.59 | 16.26 | 1.58 | Evaluated earlier. + 80.03 | 20.59 | 15.59 | 1.52 | Evaluated earlier. + 80.03 | 20.59 | 14.93 | 1.47 | Evaluated earlier. + 80.03 | 20.59 | 14.26 | 1.44 | Evaluated earlier. + 80.03 | 20.59 | 13.59 | 1.47 | Evaluated earlier. + 80.03 | 20.59 | 12.93 | 1.57 | Evaluated earlier. + 80.03 | 20.59 | 12.26 | 1.64 | Evaluated earlier. + 80.03 | 20.59 | 11.59 | 1.90 | Evaluated earlier. + 80.03 | 21.16 | 18.16 | 1.75 | Evaluated earlier. + 80.03 | 21.16 | 17.49 | 1.67 | Evaluated earlier. + 80.03 | 21.16 | 16.83 | 1.59 | Evaluated earlier. + 80.03 | 21.16 | 16.16 | 1.53 | Evaluated earlier. + 80.03 | 21.16 | 15.49 | 1.47 | Evaluated earlier. + 80.03 | 21.16 | 14.83 | 1.43 | Evaluated earlier. + 80.03 | 21.16 | 14.16 | 1.46 | Evaluated earlier. + 80.03 | 21.16 | 13.49 | 1.55 | Evaluated earlier. + 80.03 | 21.16 | 12.83 | 1.64 | Evaluated earlier. + 80.03 | 21.16 | 12.16 | 1.88 | Evaluated earlier. + 80.03 | 21.72 | 18.72 | 1.76 | Evaluated earlier. + 80.03 | 21.72 | 18.06 | 1.68 | Evaluated earlier. + 80.03 | 21.72 | 17.39 | 1.60 | Evaluated earlier. + 80.03 | 21.72 | 16.72 | 1.54 | Evaluated earlier. + 80.03 | 21.72 | 16.06 | 1.48 | Evaluated earlier. + 80.03 | 21.72 | 15.39 | 1.44 | Evaluated earlier. + 80.03 | 21.72 | 14.72 | 1.45 | Evaluated earlier. + 80.03 | 21.72 | 14.06 | 1.52 | Evaluated earlier. + 80.03 | 21.72 | 13.39 | 1.65 | Evaluated earlier. + 80.03 | 21.72 | 12.72 | 1.86 | Evaluated earlier. + 80.03 | 22.29 | 19.29 | 1.77 | Evaluated earlier. + 80.03 | 22.29 | 18.62 | 1.69 | Evaluated earlier. + 80.03 | 22.29 | 17.95 | 1.61 | Evaluated earlier. + 80.03 | 22.29 | 17.29 | 1.55 | Evaluated earlier. + 80.03 | 22.29 | 16.62 | 1.49 | Evaluated earlier. + 80.03 | 22.29 | 15.95 | 1.45 | Evaluated earlier. + 80.03 | 22.29 | 15.29 | 1.44 | Evaluated earlier. + 80.03 | 22.29 | 14.62 | 1.51 | Evaluated earlier. + 80.03 | 22.29 | 13.95 | 1.65 | Evaluated earlier. + 80.03 | 22.29 | 13.29 | 1.85 | Evaluated earlier. + 80.03 | 22.85 | 19.85 | 1.79 | Evaluated earlier. + 80.03 | 22.85 | 19.18 | 1.71 | Evaluated earlier. + 80.03 | 22.85 | 18.52 | 1.63 | Evaluated earlier. + 80.03 | 22.85 | 17.85 | 1.56 | Evaluated earlier. + 80.03 | 22.85 | 17.18 | 1.50 | Evaluated earlier. + 80.03 | 22.85 | 16.52 | 1.45 | Evaluated earlier. + 80.03 | 22.85 | 15.85 | 1.43 | Evaluated earlier. + 80.03 | 22.85 | 15.18 | 1.49 | Evaluated earlier. + 80.03 | 22.85 | 14.52 | 1.65 | Evaluated earlier. + 80.03 | 22.85 | 13.85 | 1.85 | Evaluated earlier. + 80.03 | 23.41 | 20.41 | 1.80 | Evaluated earlier. + 80.03 | 23.41 | 19.75 | 1.72 | Evaluated earlier. + 80.03 | 23.41 | 19.08 | 1.64 | Evaluated earlier. + 80.03 | 23.41 | 18.41 | 1.57 | Evaluated earlier. + 80.03 | 23.41 | 17.75 | 1.52 | Evaluated earlier. + 80.03 | 23.41 | 17.08 | 1.46 | Evaluated earlier. + 80.03 | 23.41 | 16.41 | 1.43 | Evaluated earlier. + 80.03 | 23.41 | 15.75 | 1.48 | Evaluated earlier. + 80.03 | 23.41 | 15.08 | 1.65 | Evaluated earlier. + 80.03 | 23.41 | 14.41 | 1.85 | Evaluated earlier. + 80.03 | 23.98 | 20.98 | 1.82 | Evaluated earlier. + 80.03 | 23.98 | 20.31 | 1.73 | Evaluated earlier. + 80.03 | 23.98 | 19.65 | 1.66 | Evaluated earlier. + 80.03 | 23.98 | 18.98 | 1.58 | Evaluated earlier. + 80.03 | 23.98 | 18.31 | 1.53 | Evaluated earlier. + 80.03 | 23.98 | 17.65 | 1.48 | Evaluated earlier. + 80.03 | 23.98 | 16.98 | 1.44 | Evaluated earlier. + 80.03 | 23.98 | 16.31 | 1.47 | Evaluated earlier. + 80.03 | 23.98 | 15.65 | 1.63 | Evaluated earlier. + 80.03 | 23.98 | 14.98 | 1.85 | Evaluated earlier. + 80.03 | 24.54 | 21.54 | 1.83 | Evaluated earlier. + 80.03 | 24.54 | 20.88 | 1.75 | Evaluated earlier. + 80.03 | 24.54 | 20.21 | 1.67 | Evaluated earlier. + 80.03 | 24.54 | 19.54 | 1.60 | Evaluated earlier. + 80.03 | 24.54 | 18.88 | 1.54 | Evaluated earlier. + 80.03 | 24.54 | 18.21 | 1.49 | Evaluated earlier. + 80.03 | 24.54 | 17.54 | 1.46 | Evaluated earlier. + 80.03 | 24.54 | 16.88 | 1.47 | Evaluated earlier. + 80.03 | 24.54 | 16.21 | 1.61 | Evaluated earlier. + 80.03 | 24.54 | 15.54 | 1.85 | Evaluated earlier. + 80.03 | 25.11 | 22.11 | 1.85 | Evaluated earlier. + 80.03 | 25.11 | 21.44 | 1.77 | Evaluated earlier. + 80.03 | 25.11 | 20.77 | 1.69 | Evaluated earlier. + 80.03 | 25.11 | 20.11 | 1.61 | Evaluated earlier. + 80.03 | 25.11 | 19.44 | 1.55 | Evaluated earlier. + 80.03 | 25.11 | 18.77 | 1.51 | Evaluated earlier. + 80.03 | 25.11 | 18.11 | 1.48 | Evaluated earlier. + 80.03 | 25.11 | 17.44 | 1.47 | Evaluated earlier. + 80.03 | 25.11 | 16.77 | 1.59 | Evaluated earlier. + 80.03 | 25.11 | 16.11 | 1.86 | Evaluated earlier. + ---------|---------|---------|---------| + 80.62 | 20.03 | 17.03 | 1.66 | Evaluated earlier. + 80.62 | 20.03 | 16.36 | 1.58 | Evaluated earlier. + 80.62 | 20.03 | 15.70 | 1.51 | Evaluated earlier. + 80.62 | 20.03 | 15.03 | 1.45 | Evaluated earlier. + 80.62 | 20.03 | 14.36 | 1.43 | Evaluated earlier. + 80.62 | 20.03 | 13.70 | 1.45 | Evaluated earlier. + 80.62 | 20.03 | 13.03 | 1.52 | Evaluated earlier. + 80.62 | 20.03 | 12.36 | 1.55 | Evaluated earlier. + 80.62 | 20.03 | 11.70 | 1.66 | Evaluated earlier. + 80.62 | 20.03 | 11.03 | 2.03 | Evaluated earlier. + 80.62 | 20.59 | 17.59 | 1.67 | Evaluated earlier. + 80.62 | 20.59 | 16.93 | 1.59 | Evaluated earlier. + 80.62 | 20.59 | 16.26 | 1.52 | Evaluated earlier. + 80.62 | 20.59 | 15.59 | 1.45 | Evaluated earlier. + 80.62 | 20.59 | 14.93 | 1.42 | Evaluated earlier. + 80.62 | 20.59 | 14.26 | 1.43 | Evaluated earlier. + 80.62 | 20.59 | 13.59 | 1.49 | Evaluated earlier. + 80.62 | 20.59 | 12.93 | 1.55 | Evaluated earlier. + 80.62 | 20.59 | 12.26 | 1.65 | Evaluated earlier. + 80.62 | 20.59 | 11.59 | 2.00 | Evaluated earlier. + 80.62 | 21.16 | 18.16 | 1.68 | Evaluated earlier. + 80.62 | 21.16 | 17.49 | 1.60 | Evaluated earlier. + 80.62 | 21.16 | 16.83 | 1.53 | Evaluated earlier. + 80.62 | 21.16 | 16.16 | 1.46 | Evaluated earlier. + 80.62 | 21.16 | 15.49 | 1.42 | Evaluated earlier. + 80.62 | 21.16 | 14.83 | 1.42 | Evaluated earlier. + 80.62 | 21.16 | 14.16 | 1.47 | Evaluated earlier. + 80.62 | 21.16 | 13.49 | 1.55 | Evaluated earlier. + 80.62 | 21.16 | 12.83 | 1.64 | Evaluated earlier. + 80.62 | 21.16 | 12.16 | 1.98 | Evaluated earlier. + 80.62 | 21.72 | 18.72 | 1.69 | Evaluated earlier. + 80.62 | 21.72 | 18.06 | 1.61 | Evaluated earlier. + 80.62 | 21.72 | 17.39 | 1.54 | Evaluated earlier. + 80.62 | 21.72 | 16.72 | 1.47 | Evaluated earlier. + 80.62 | 21.72 | 16.06 | 1.43 | Evaluated earlier. + 80.62 | 21.72 | 15.39 | 1.41 | Evaluated earlier. + 80.62 | 21.72 | 14.72 | 1.45 | Evaluated earlier. + 80.62 | 21.72 | 14.06 | 1.55 | Evaluated earlier. + 80.62 | 21.72 | 13.39 | 1.64 | Evaluated earlier. + 80.62 | 21.72 | 12.72 | 1.96 | Evaluated earlier. + 80.62 | 22.29 | 19.29 | 1.70 | Evaluated earlier. + 80.62 | 22.29 | 18.62 | 1.63 | Evaluated earlier. + 80.62 | 22.29 | 17.95 | 1.55 | Evaluated earlier. + 80.62 | 22.29 | 17.29 | 1.48 | Evaluated earlier. + 80.62 | 22.29 | 16.62 | 1.43 | Evaluated earlier. + 80.62 | 22.29 | 15.95 | 1.41 | Evaluated earlier. + 80.62 | 22.29 | 15.29 | 1.44 | Evaluated earlier. + 80.62 | 22.29 | 14.62 | 1.54 | Evaluated earlier. + 80.62 | 22.29 | 13.95 | 1.64 | Evaluated earlier. + 80.62 | 22.29 | 13.29 | 1.94 | Evaluated earlier. + 80.62 | 22.85 | 19.85 | 1.72 | Evaluated earlier. + 80.62 | 22.85 | 19.18 | 1.64 | Evaluated earlier. + 80.62 | 22.85 | 18.52 | 1.56 | Evaluated earlier. + 80.62 | 22.85 | 17.85 | 1.49 | Evaluated earlier. + 80.62 | 22.85 | 17.18 | 1.44 | Evaluated earlier. + 80.62 | 22.85 | 16.52 | 1.40 | Evaluated earlier. + 80.62 | 22.85 | 15.85 | 1.43 | Evaluated earlier. + 80.62 | 22.85 | 15.18 | 1.52 | Evaluated earlier. + 80.62 | 22.85 | 14.52 | 1.64 | Evaluated earlier. + 80.62 | 22.85 | 13.85 | 1.92 | Evaluated earlier. + 80.62 | 23.41 | 20.41 | 1.73 | Evaluated earlier. + 80.62 | 23.41 | 19.75 | 1.65 | Evaluated earlier. + 80.62 | 23.41 | 19.08 | 1.58 | Evaluated earlier. + 80.62 | 23.41 | 18.41 | 1.50 | Evaluated earlier. + 80.62 | 23.41 | 17.75 | 1.45 | Evaluated earlier. + 80.62 | 23.41 | 17.08 | 1.42 | Evaluated earlier. + 80.62 | 23.41 | 16.41 | 1.42 | Evaluated earlier. + 80.62 | 23.41 | 15.75 | 1.51 | Evaluated earlier. + 80.62 | 23.41 | 15.08 | 1.64 | Evaluated earlier. + 80.62 | 23.41 | 14.41 | 1.90 | Evaluated earlier. + 80.62 | 23.98 | 20.98 | 1.75 | Evaluated earlier. + 80.62 | 23.98 | 20.31 | 1.67 | Evaluated earlier. + 80.62 | 23.98 | 19.65 | 1.59 | Evaluated earlier. + 80.62 | 23.98 | 18.98 | 1.52 | Evaluated earlier. + 80.62 | 23.98 | 18.31 | 1.46 | Evaluated earlier. + 80.62 | 23.98 | 17.65 | 1.43 | Evaluated earlier. + 80.62 | 23.98 | 16.98 | 1.42 | Evaluated earlier. + 80.62 | 23.98 | 16.31 | 1.49 | Evaluated earlier. + 80.62 | 23.98 | 15.65 | 1.64 | Evaluated earlier. + 80.62 | 23.98 | 14.98 | 1.89 | Evaluated earlier. + 80.62 | 24.54 | 21.54 | 1.76 | Evaluated earlier. + 80.62 | 24.54 | 20.88 | 1.68 | Evaluated earlier. + 80.62 | 24.54 | 20.21 | 1.60 | Evaluated earlier. + 80.62 | 24.54 | 19.54 | 1.53 | Evaluated earlier. + 80.62 | 24.54 | 18.88 | 1.47 | Evaluated earlier. + 80.62 | 24.54 | 18.21 | 1.43 | Evaluated earlier. + 80.62 | 24.54 | 17.54 | 1.42 | Evaluated earlier. + 80.62 | 24.54 | 16.88 | 1.48 | Evaluated earlier. + 80.62 | 24.54 | 16.21 | 1.64 | Evaluated earlier. + 80.62 | 24.54 | 15.54 | 1.89 | Evaluated earlier. + 80.62 | 25.11 | 22.11 | 1.78 | Evaluated earlier. + 80.62 | 25.11 | 21.44 | 1.70 | Evaluated earlier. + 80.62 | 25.11 | 20.77 | 1.62 | Evaluated earlier. + 80.62 | 25.11 | 20.11 | 1.54 | Evaluated earlier. + 80.62 | 25.11 | 19.44 | 1.48 | Evaluated earlier. + 80.62 | 25.11 | 18.77 | 1.44 | Evaluated earlier. + 80.62 | 25.11 | 18.11 | 1.41 | Evaluated earlier. + 80.62 | 25.11 | 17.44 | 1.47 | Evaluated earlier. + 80.62 | 25.11 | 16.77 | 1.63 | Evaluated earlier. + 80.62 | 25.11 | 16.11 | 1.88 | Evaluated earlier. + ---------|---------|---------|---------| + 81.22 | 20.03 | 17.03 | 1.60 | Evaluated earlier. + 81.22 | 20.03 | 16.36 | 1.53 | Evaluated earlier. + 81.22 | 20.03 | 15.70 | 1.45 | Evaluated earlier. + 81.22 | 20.03 | 15.03 | 1.41 | Evaluated earlier. + 81.22 | 20.03 | 14.36 | 1.42 | Evaluated earlier. + 81.22 | 20.03 | 13.70 | 1.46 | Evaluated earlier. + 81.22 | 20.03 | 13.03 | 1.50 | Evaluated earlier. + 81.22 | 20.03 | 12.36 | 1.54 | Evaluated earlier. + 81.22 | 20.03 | 11.70 | 1.70 | Evaluated earlier. + 81.22 | 20.03 | 11.03 | 2.18 | Evaluated earlier. + 81.22 | 20.59 | 17.59 | 1.61 | Evaluated earlier. + 81.22 | 20.59 | 16.93 | 1.54 | Evaluated earlier. + 81.22 | 20.59 | 16.26 | 1.46 | Evaluated earlier. + 81.22 | 20.59 | 15.59 | 1.40 | Evaluated earlier. + 81.22 | 20.59 | 14.93 | 1.40 | Evaluated earlier. + 81.22 | 20.59 | 14.26 | 1.44 | Evaluated earlier. + 81.22 | 20.59 | 13.59 | 1.50 | Evaluated earlier. + 81.22 | 20.59 | 12.93 | 1.54 | Evaluated earlier. + 81.22 | 20.59 | 12.26 | 1.69 | Evaluated earlier. + 81.22 | 20.59 | 11.59 | 2.15 | Evaluated earlier. + 81.22 | 21.16 | 18.16 | 1.62 | Evaluated earlier. + 81.22 | 21.16 | 17.49 | 1.55 | Evaluated earlier. + 81.22 | 21.16 | 16.83 | 1.47 | Evaluated earlier. + 81.22 | 21.16 | 16.16 | 1.41 | Evaluated earlier. + 81.22 | 21.16 | 15.49 | 1.39 | Evaluated earlier. + 81.22 | 21.16 | 14.83 | 1.42 | Evaluated earlier. + 81.22 | 21.16 | 14.16 | 1.50 | Evaluated earlier. + 81.22 | 21.16 | 13.49 | 1.54 | Evaluated earlier. + 81.22 | 21.16 | 12.83 | 1.67 | Evaluated earlier. + 81.22 | 21.16 | 12.16 | 2.12 | Evaluated earlier. + 81.22 | 21.72 | 18.72 | 1.63 | Evaluated earlier. + 81.22 | 21.72 | 18.06 | 1.56 | Evaluated earlier. + 81.22 | 21.72 | 17.39 | 1.49 | Evaluated earlier. + 81.22 | 21.72 | 16.72 | 1.41 | Evaluated earlier. + 81.22 | 21.72 | 16.06 | 1.38 | Evaluated earlier. + 81.22 | 21.72 | 15.39 | 1.41 | Evaluated earlier. + 81.22 | 21.72 | 14.72 | 1.47 | Evaluated earlier. + 81.22 | 21.72 | 14.06 | 1.54 | Evaluated earlier. + 81.22 | 21.72 | 13.39 | 1.66 | Evaluated earlier. + 81.22 | 21.72 | 12.72 | 2.10 | Evaluated earlier. + 81.22 | 22.29 | 19.29 | 1.64 | Evaluated earlier. + 81.22 | 22.29 | 18.62 | 1.57 | Evaluated earlier. + 81.22 | 22.29 | 17.95 | 1.50 | Evaluated earlier. + 81.22 | 22.29 | 17.29 | 1.43 | Evaluated earlier. + 81.22 | 22.29 | 16.62 | 1.38 | Evaluated earlier. + 81.22 | 22.29 | 15.95 | 1.40 | Evaluated earlier. + 81.22 | 22.29 | 15.29 | 1.45 | Evaluated earlier. + 81.22 | 22.29 | 14.62 | 1.54 | Evaluated earlier. + 81.22 | 22.29 | 13.95 | 1.65 | Evaluated earlier. + 81.22 | 22.29 | 13.29 | 2.07 | Evaluated earlier. + 81.22 | 22.85 | 19.85 | 1.66 | Evaluated earlier. + 81.22 | 22.85 | 19.18 | 1.58 | Evaluated earlier. + 81.22 | 22.85 | 18.52 | 1.51 | Evaluated earlier. + 81.22 | 22.85 | 17.85 | 1.44 | Evaluated earlier. + 81.22 | 22.85 | 17.18 | 1.39 | Evaluated earlier. + 81.22 | 22.85 | 16.52 | 1.39 | Evaluated earlier. + 81.22 | 22.85 | 15.85 | 1.44 | Evaluated earlier. + 81.22 | 22.85 | 15.18 | 1.53 | Evaluated earlier. + 81.22 | 22.85 | 14.52 | 1.65 | Evaluated earlier. + 81.22 | 22.85 | 13.85 | 2.05 | Evaluated earlier. + 81.22 | 23.41 | 20.41 | 1.67 | Evaluated earlier. + 81.22 | 23.41 | 19.75 | 1.59 | Evaluated earlier. + 81.22 | 23.41 | 19.08 | 1.52 | Evaluated earlier. + 81.22 | 23.41 | 18.41 | 1.45 | Evaluated earlier. + 81.22 | 23.41 | 17.75 | 1.39 | Evaluated earlier. + 81.22 | 23.41 | 17.08 | 1.38 | Evaluated earlier. + 81.22 | 23.41 | 16.41 | 1.43 | Evaluated earlier. + 81.22 | 23.41 | 15.75 | 1.53 | Evaluated earlier. + 81.22 | 23.41 | 15.08 | 1.64 | Evaluated earlier. + 81.22 | 23.41 | 14.41 | 2.03 | Evaluated earlier. + 81.22 | 23.98 | 20.98 | 1.68 | Evaluated earlier. + 81.22 | 23.98 | 20.31 | 1.61 | Evaluated earlier. + 81.22 | 23.98 | 19.65 | 1.53 | Evaluated earlier. + 81.22 | 23.98 | 18.98 | 1.46 | Evaluated earlier. + 81.22 | 23.98 | 18.31 | 1.40 | Evaluated earlier. + 81.22 | 23.98 | 17.65 | 1.38 | Evaluated earlier. + 81.22 | 23.98 | 16.98 | 1.42 | Evaluated earlier. + 81.22 | 23.98 | 16.31 | 1.53 | Evaluated earlier. + 81.22 | 23.98 | 15.65 | 1.64 | Evaluated earlier. + 81.22 | 23.98 | 14.98 | 2.00 | Evaluated earlier. + 81.22 | 24.54 | 21.54 | 1.70 | Evaluated earlier. + 81.22 | 24.54 | 20.88 | 1.62 | Evaluated earlier. + 81.22 | 24.54 | 20.21 | 1.55 | Evaluated earlier. + 81.22 | 24.54 | 19.54 | 1.48 | Evaluated earlier. + 81.22 | 24.54 | 18.88 | 1.41 | Evaluated earlier. + 81.22 | 24.54 | 18.21 | 1.39 | Evaluated earlier. + 81.22 | 24.54 | 17.54 | 1.41 | Evaluated earlier. + 81.22 | 24.54 | 16.88 | 1.51 | Evaluated earlier. + 81.22 | 24.54 | 16.21 | 1.65 | Evaluated earlier. + 81.22 | 24.54 | 15.54 | 1.98 | Evaluated earlier. + 81.22 | 25.11 | 22.11 | 1.71 | Evaluated earlier. + 81.22 | 25.11 | 21.44 | 1.64 | Evaluated earlier. + 81.22 | 25.11 | 20.77 | 1.56 | Evaluated earlier. + 81.22 | 25.11 | 20.11 | 1.49 | Evaluated earlier. + 81.22 | 25.11 | 19.44 | 1.43 | Evaluated earlier. + 81.22 | 25.11 | 18.77 | 1.40 | Evaluated earlier. + 81.22 | 25.11 | 18.11 | 1.41 | Evaluated earlier. + 81.22 | 25.11 | 17.44 | 1.50 | Evaluated earlier. + 81.22 | 25.11 | 16.77 | 1.65 | Evaluated earlier. + 81.22 | 25.11 | 16.11 | 1.96 | Evaluated earlier. + ---------|---------|---------|---------| + 81.81 | 20.03 | 17.03 | 1.55 | Evaluated earlier. + 81.81 | 20.03 | 16.36 | 1.48 | Evaluated earlier. + 81.81 | 20.03 | 15.70 | 1.42 | Evaluated earlier. + 81.81 | 20.03 | 15.03 | 1.40 | Evaluated earlier. + 81.81 | 20.03 | 14.36 | 1.41 | Evaluated earlier. + 81.81 | 20.03 | 13.70 | 1.46 | Evaluated earlier. + 81.81 | 20.03 | 13.03 | 1.48 | Evaluated earlier. + 81.81 | 20.03 | 12.36 | 1.56 | Evaluated earlier. + 81.81 | 20.03 | 11.70 | 1.76 | Evaluated earlier. + 81.81 | 20.03 | 11.03 | 2.38 | Evaluated earlier. + 81.81 | 20.59 | 17.59 | 1.56 | Evaluated earlier. + 81.81 | 20.59 | 16.93 | 1.49 | Evaluated earlier. + 81.81 | 20.59 | 16.26 | 1.43 | Evaluated earlier. + 81.81 | 20.59 | 15.59 | 1.39 | Evaluated earlier. + 81.81 | 20.59 | 14.93 | 1.40 | Evaluated earlier. + 81.81 | 20.59 | 14.26 | 1.45 | Evaluated earlier. + 81.81 | 20.59 | 13.59 | 1.48 | Evaluated earlier. + 81.81 | 20.59 | 12.93 | 1.55 | Evaluated earlier. + 81.81 | 20.59 | 12.26 | 1.74 | Evaluated earlier. + 81.81 | 20.59 | 11.59 | 2.34 | Evaluated earlier. + 81.81 | 21.16 | 18.16 | 1.57 | Evaluated earlier. + 81.81 | 21.16 | 17.49 | 1.50 | Evaluated earlier. + 81.81 | 21.16 | 16.83 | 1.43 | Evaluated earlier. + 81.81 | 21.16 | 16.16 | 1.39 | Evaluated earlier. + 81.81 | 21.16 | 15.49 | 1.38 | Evaluated earlier. + 81.81 | 21.16 | 14.83 | 1.43 | Evaluated earlier. + 81.81 | 21.16 | 14.16 | 1.47 | Evaluated earlier. + 81.81 | 21.16 | 13.49 | 1.54 | Evaluated earlier. + 81.81 | 21.16 | 12.83 | 1.73 | Evaluated earlier. + 81.81 | 21.16 | 12.16 | 2.31 | Evaluated earlier. + 81.81 | 21.72 | 18.72 | 1.58 | Evaluated earlier. + 81.81 | 21.72 | 18.06 | 1.51 | Evaluated earlier. + 81.81 | 21.72 | 17.39 | 1.44 | Evaluated earlier. + 81.81 | 21.72 | 16.72 | 1.38 | Evaluated earlier. + 81.81 | 21.72 | 16.06 | 1.37 | Evaluated earlier. + 81.81 | 21.72 | 15.39 | 1.41 | Evaluated earlier. + 81.81 | 21.72 | 14.72 | 1.47 | Evaluated earlier. + 81.81 | 21.72 | 14.06 | 1.53 | Evaluated earlier. + 81.81 | 21.72 | 13.39 | 1.71 | Evaluated earlier. + 81.81 | 21.72 | 12.72 | 2.28 | Evaluated earlier. + 81.81 | 22.29 | 19.29 | 1.59 | Evaluated earlier. + 81.81 | 22.29 | 18.62 | 1.52 | Evaluated earlier. + 81.81 | 22.29 | 17.95 | 1.45 | Evaluated earlier. + 81.81 | 22.29 | 17.29 | 1.39 | Evaluated earlier. + 81.81 | 22.29 | 16.62 | 1.36 | Evaluated earlier. + 81.81 | 22.29 | 15.95 | 1.40 | Evaluated earlier. + 81.81 | 22.29 | 15.29 | 1.47 | Evaluated earlier. + 81.81 | 22.29 | 14.62 | 1.53 | Evaluated earlier. + 81.81 | 22.29 | 13.95 | 1.70 | Evaluated earlier. + 81.81 | 22.29 | 13.29 | 2.25 | Evaluated earlier. + 81.81 | 22.85 | 19.85 | 1.60 | Evaluated earlier. + 81.81 | 22.85 | 19.18 | 1.53 | Evaluated earlier. + 81.81 | 22.85 | 18.52 | 1.46 | Evaluated earlier. + 81.81 | 22.85 | 17.85 | 1.39 | Evaluated earlier. + 81.81 | 22.85 | 17.18 | 1.36 | Evaluated earlier. + 81.81 | 22.85 | 16.52 | 1.38 | Evaluated earlier. + 81.81 | 22.85 | 15.85 | 1.47 | Evaluated earlier. + 81.81 | 22.85 | 15.18 | 1.53 | Evaluated earlier. + 81.81 | 22.85 | 14.52 | 1.69 | Evaluated earlier. + 81.81 | 22.85 | 13.85 | 2.22 | Evaluated earlier. + 81.81 | 23.41 | 20.41 | 1.62 | Evaluated earlier. + 81.81 | 23.41 | 19.75 | 1.54 | Evaluated earlier. + 81.81 | 23.41 | 19.08 | 1.47 | Evaluated earlier. + 81.81 | 23.41 | 18.41 | 1.41 | Evaluated earlier. + 81.81 | 23.41 | 17.75 | 1.35 | Evaluated earlier. + 81.81 | 23.41 | 17.08 | 1.37 | Evaluated earlier. + 81.81 | 23.41 | 16.41 | 1.45 | Evaluated earlier. + 81.81 | 23.41 | 15.75 | 1.53 | Evaluated earlier. + 81.81 | 23.41 | 15.08 | 1.68 | Evaluated earlier. + 81.81 | 23.41 | 14.41 | 2.19 | Evaluated earlier. + 81.81 | 23.98 | 20.98 | 1.63 | Evaluated earlier. + 81.81 | 23.98 | 20.31 | 1.55 | Evaluated earlier. + 81.81 | 23.98 | 19.65 | 1.49 | Evaluated earlier. + 81.81 | 23.98 | 18.98 | 1.42 | Evaluated earlier. + 81.81 | 23.98 | 18.31 | 1.37 | Evaluated earlier. + 81.81 | 23.98 | 17.65 | 1.37 | Evaluated earlier. + 81.81 | 23.98 | 16.98 | 1.43 | Evaluated earlier. + 81.81 | 23.98 | 16.31 | 1.53 | Evaluated earlier. + 81.81 | 23.98 | 15.65 | 1.67 | Evaluated earlier. + 81.81 | 23.98 | 14.98 | 2.16 | Evaluated earlier. + 81.81 | 24.54 | 21.54 | 1.64 | Evaluated earlier. + 81.81 | 24.54 | 20.88 | 1.57 | Evaluated earlier. + 81.81 | 24.54 | 20.21 | 1.50 | Evaluated earlier. + 81.81 | 24.54 | 19.54 | 1.43 | Evaluated earlier. + 81.81 | 24.54 | 18.88 | 1.38 | Evaluated earlier. + 81.81 | 24.54 | 18.21 | 1.36 | Evaluated earlier. + 81.81 | 24.54 | 17.54 | 1.42 | Evaluated earlier. + 81.81 | 24.54 | 16.88 | 1.52 | Evaluated earlier. + 81.81 | 24.54 | 16.21 | 1.66 | Evaluated earlier. + 81.81 | 24.54 | 15.54 | 2.14 | Evaluated earlier. + 81.81 | 25.11 | 22.11 | 1.66 | Evaluated earlier. + 81.81 | 25.11 | 21.44 | 1.58 | Evaluated earlier. + 81.81 | 25.11 | 20.77 | 1.51 | Evaluated earlier. + 81.81 | 25.11 | 20.11 | 1.44 | Evaluated earlier. + 81.81 | 25.11 | 19.44 | 1.38 | Evaluated earlier. + 81.81 | 25.11 | 18.77 | 1.36 | Evaluated earlier. + 81.81 | 25.11 | 18.11 | 1.41 | Evaluated earlier. + 81.81 | 25.11 | 17.44 | 1.52 | Evaluated earlier. + 81.81 | 25.11 | 16.77 | 1.66 | Evaluated earlier. + 81.81 | 25.11 | 16.11 | 2.11 | Evaluated earlier. + ---------|---------|---------|---------| + 82.40 | 20.03 | 17.03 | 1.51 | Evaluated earlier. + 82.40 | 20.03 | 16.36 | 1.45 | Evaluated earlier. + 82.40 | 20.03 | 15.70 | 1.42 | Evaluated earlier. + 82.40 | 20.03 | 15.03 | 1.41 | Evaluated earlier. + 82.40 | 20.03 | 14.36 | 1.43 | Evaluated earlier. + 82.40 | 20.03 | 13.70 | 1.43 | Evaluated earlier. + 82.40 | 20.03 | 13.03 | 1.48 | Evaluated earlier. + 82.40 | 20.03 | 12.36 | 1.59 | Evaluated earlier. + 82.40 | 20.03 | 11.70 | 1.84 | Evaluated earlier. + 82.40 | 20.03 | 11.03 | 2.61 | Evaluated earlier. + 82.40 | 20.59 | 17.59 | 1.52 | Evaluated earlier. + 82.40 | 20.59 | 16.93 | 1.45 | Evaluated earlier. + 82.40 | 20.59 | 16.26 | 1.41 | Evaluated earlier. + 82.40 | 20.59 | 15.59 | 1.39 | Evaluated earlier. + 82.40 | 20.59 | 14.93 | 1.41 | Evaluated earlier. + 82.40 | 20.59 | 14.26 | 1.43 | Evaluated earlier. + 82.40 | 20.59 | 13.59 | 1.47 | Evaluated earlier. + 82.40 | 20.59 | 12.93 | 1.57 | Evaluated earlier. + 82.40 | 20.59 | 12.26 | 1.82 | Evaluated earlier. + 82.40 | 20.59 | 11.59 | 2.58 | Evaluated earlier. + 82.40 | 21.16 | 18.16 | 1.53 | Evaluated earlier. + 82.40 | 21.16 | 17.49 | 1.46 | Evaluated earlier. + 82.40 | 21.16 | 16.83 | 1.40 | Evaluated earlier. + 82.40 | 21.16 | 16.16 | 1.38 | Evaluated earlier. + 82.40 | 21.16 | 15.49 | 1.39 | Evaluated earlier. + 82.40 | 21.16 | 14.83 | 1.43 | Evaluated earlier. + 82.40 | 21.16 | 14.16 | 1.46 | Evaluated earlier. + 82.40 | 21.16 | 13.49 | 1.56 | Evaluated earlier. + 82.40 | 21.16 | 12.83 | 1.80 | Evaluated earlier. + 82.40 | 21.16 | 12.16 | 2.56 | Evaluated earlier. + 82.40 | 21.72 | 18.72 | 1.54 | Evaluated earlier. + 82.40 | 21.72 | 18.06 | 1.47 | Evaluated earlier. + 82.40 | 21.72 | 17.39 | 1.41 | Evaluated earlier. + 82.40 | 21.72 | 16.72 | 1.38 | Evaluated earlier. + 82.40 | 21.72 | 16.06 | 1.37 | Evaluated earlier. + 82.40 | 21.72 | 15.39 | 1.43 | Evaluated earlier. + 82.40 | 21.72 | 14.72 | 1.46 | Evaluated earlier. + 82.40 | 21.72 | 14.06 | 1.55 | Evaluated earlier. + 82.40 | 21.72 | 13.39 | 1.79 | Evaluated earlier. + 82.40 | 21.72 | 12.72 | 2.52 | Evaluated earlier. + 82.40 | 22.29 | 19.29 | 1.55 | Evaluated earlier. + 82.40 | 22.29 | 18.62 | 1.48 | Evaluated earlier. + 82.40 | 22.29 | 17.95 | 1.41 | Evaluated earlier. + 82.40 | 22.29 | 17.29 | 1.37 | Evaluated earlier. + 82.40 | 22.29 | 16.62 | 1.36 | Evaluated earlier. + 82.40 | 22.29 | 15.95 | 1.41 | Evaluated earlier. + 82.40 | 22.29 | 15.29 | 1.46 | Evaluated earlier. + 82.40 | 22.29 | 14.62 | 1.54 | Evaluated earlier. + 82.40 | 22.29 | 13.95 | 1.77 | Evaluated earlier. + 82.40 | 22.29 | 13.29 | 2.49 | Evaluated earlier. + 82.40 | 22.85 | 19.85 | 1.56 | Evaluated earlier. + 82.40 | 22.85 | 19.18 | 1.49 | Evaluated earlier. + 82.40 | 22.85 | 18.52 | 1.42 | Evaluated earlier. + 82.40 | 22.85 | 17.85 | 1.37 | Evaluated earlier. + 82.40 | 22.85 | 17.18 | 1.36 | Evaluated earlier. + 82.40 | 22.85 | 16.52 | 1.39 | Evaluated earlier. + 82.40 | 22.85 | 15.85 | 1.46 | Evaluated earlier. + 82.40 | 22.85 | 15.18 | 1.53 | Evaluated earlier. + 82.40 | 22.85 | 14.52 | 1.76 | Evaluated earlier. + 82.40 | 22.85 | 13.85 | 2.45 | Evaluated earlier. + 82.40 | 23.41 | 20.41 | 1.57 | Evaluated earlier. + 82.40 | 23.41 | 19.75 | 1.50 | Evaluated earlier. + 82.40 | 23.41 | 19.08 | 1.43 | Evaluated earlier. + 82.40 | 23.41 | 18.41 | 1.38 | Evaluated earlier. + 82.40 | 23.41 | 17.75 | 1.35 | Evaluated earlier. + 82.40 | 23.41 | 17.08 | 1.38 | Evaluated earlier. + 82.40 | 23.41 | 16.41 | 1.45 | Evaluated earlier. + 82.40 | 23.41 | 15.75 | 1.53 | Evaluated earlier. + 82.40 | 23.41 | 15.08 | 1.74 | Evaluated earlier. + 82.40 | 23.41 | 14.41 | 2.42 | Evaluated earlier. + 82.40 | 23.98 | 20.98 | 1.58 | Evaluated earlier. + 82.40 | 23.98 | 20.31 | 1.51 | Evaluated earlier. + 82.40 | 23.98 | 19.65 | 1.44 | Evaluated earlier. + 82.40 | 23.98 | 18.98 | 1.38 | Evaluated earlier. + 82.40 | 23.98 | 18.31 | 1.35 | Evaluated earlier. + 82.40 | 23.98 | 17.65 | 1.37 | Evaluated earlier. + 82.40 | 23.98 | 16.98 | 1.46 | Evaluated earlier. + 82.40 | 23.98 | 16.31 | 1.53 | Evaluated earlier. + 82.40 | 23.98 | 15.65 | 1.73 | Evaluated earlier. + 82.40 | 23.98 | 14.98 | 2.38 | Evaluated earlier. + 82.40 | 24.54 | 21.54 | 1.59 | Evaluated earlier. + 82.40 | 24.54 | 20.88 | 1.52 | Evaluated earlier. + 82.40 | 24.54 | 20.21 | 1.46 | Evaluated earlier. + 82.40 | 24.54 | 19.54 | 1.39 | Evaluated earlier. + 82.40 | 24.54 | 18.88 | 1.35 | Evaluated earlier. + 82.40 | 24.54 | 18.21 | 1.36 | Evaluated earlier. + 82.40 | 24.54 | 17.54 | 1.45 | Evaluated earlier. + 82.40 | 24.54 | 16.88 | 1.53 | Evaluated earlier. + 82.40 | 24.54 | 16.21 | 1.71 | Evaluated earlier. + 82.40 | 24.54 | 15.54 | 2.35 | Evaluated earlier. + 82.40 | 25.11 | 22.11 | 1.61 | Evaluated earlier. + 82.40 | 25.11 | 21.44 | 1.53 | Evaluated earlier. + 82.40 | 25.11 | 20.77 | 1.47 | Evaluated earlier. + 82.40 | 25.11 | 20.11 | 1.40 | Evaluated earlier. + 82.40 | 25.11 | 19.44 | 1.35 | Evaluated earlier. + 82.40 | 25.11 | 18.77 | 1.35 | Evaluated earlier. + 82.40 | 25.11 | 18.11 | 1.43 | Evaluated earlier. + 82.40 | 25.11 | 17.44 | 1.53 | Evaluated earlier. + 82.40 | 25.11 | 16.77 | 1.70 | Evaluated earlier. + 82.40 | 25.11 | 16.11 | 2.32 | Evaluated earlier. + ---------|---------|---------|---------| + 82.99 | 20.03 | 17.03 | 1.48 | + ---------|---------|---------|---------| + 82.99 | 20.03 | 16.36 | 1.44 | + ---------|---------|---------|---------| + 82.99 | 20.03 | 15.70 | 1.42 | + ---------|---------|---------|---------| + 82.99 | 20.03 | 15.03 | 1.43 | + ---------|---------|---------|---------| + 82.99 | 20.03 | 14.36 | 1.41 | + ---------|---------|---------|---------| + 82.99 | 20.03 | 13.70 | 1.42 | + ---------|---------|---------|---------| + 82.99 | 20.03 | 13.03 | 1.49 | + ---------|---------|---------|---------| + 82.99 | 20.03 | 12.36 | 1.62 | + ---------|---------|---------|---------| + 82.99 | 20.03 | 11.70 | 1.94 | + ---------|---------|---------|---------| + 82.99 | 20.03 | 11.03 | 2.95 | + ---------|---------|---------|---------| + 82.99 | 20.59 | 17.59 | 1.48 | + ---------|---------|---------|---------| + 82.99 | 20.59 | 16.93 | 1.43 | + ---------|---------|---------|---------| + 82.99 | 20.59 | 16.26 | 1.41 | + ---------|---------|---------|---------| + 82.99 | 20.59 | 15.59 | 1.41 | + ---------|---------|---------|---------| + 82.99 | 20.59 | 14.93 | 1.41 | + ---------|---------|---------|---------| + 82.99 | 20.59 | 14.26 | 1.41 | + ---------|---------|---------|---------| + 82.99 | 20.59 | 13.59 | 1.47 | + ---------|---------|---------|---------| + 82.99 | 20.59 | 12.93 | 1.61 | + ---------|---------|---------|---------| + 82.99 | 20.59 | 12.26 | 1.92 | + ---------|---------|---------|---------| + 82.99 | 20.59 | 11.59 | 2.90 | + ---------|---------|---------|---------| + 82.99 | 21.16 | 18.16 | 1.49 | + ---------|---------|---------|---------| + 82.99 | 21.16 | 17.49 | 1.43 | + ---------|---------|---------|---------| + 82.99 | 21.16 | 16.83 | 1.40 | + ---------|---------|---------|---------| + 82.99 | 21.16 | 16.16 | 1.39 | + ---------|---------|---------|---------| + 82.99 | 21.16 | 15.49 | 1.41 | + ---------|---------|---------|---------| + 82.99 | 21.16 | 14.83 | 1.40 | + ---------|---------|---------|---------| + 82.99 | 21.16 | 14.16 | 1.46 | + ---------|---------|---------|---------| + 82.99 | 21.16 | 13.49 | 1.60 | + ---------|---------|---------|---------| + 82.99 | 21.16 | 12.83 | 1.90 | + ---------|---------|---------|---------| + 82.99 | 21.16 | 12.16 | 2.86 | + ---------|---------|---------|---------| + 82.99 | 21.72 | 18.72 | 1.50 | + ---------|---------|---------|---------| + 82.99 | 21.72 | 18.06 | 1.43 | + ---------|---------|---------|---------| + 82.99 | 21.72 | 17.39 | 1.40 | + ---------|---------|---------|---------| + 82.99 | 21.72 | 16.72 | 1.38 | + ---------|---------|---------|---------| + 82.99 | 21.72 | 16.06 | 1.39 | + ---------|---------|---------|---------| + 82.99 | 21.72 | 15.39 | 1.40 | + ---------|---------|---------|---------| + 82.99 | 21.72 | 14.72 | 1.45 | + ---------|---------|---------|---------| + 82.99 | 21.72 | 14.06 | 1.58 | + ---------|---------|---------|---------| + 82.99 | 21.72 | 13.39 | 1.88 | + ---------|---------|---------|---------| + 82.99 | 21.72 | 12.72 | 2.81 | + ---------|---------|---------|---------| + 82.99 | 22.29 | 19.29 | 1.51 | + ---------|---------|---------|---------| + 82.99 | 22.29 | 18.62 | 1.44 | + ---------|---------|---------|---------| + 82.99 | 22.29 | 17.95 | 1.39 | + ---------|---------|---------|---------| + 82.99 | 22.29 | 17.29 | 1.37 | + ---------|---------|---------|---------| + 82.99 | 22.29 | 16.62 | 1.38 | + ---------|---------|---------|---------| + 82.99 | 22.29 | 15.95 | 1.40 | + ---------|---------|---------|---------| + 82.99 | 22.29 | 15.29 | 1.45 | + ---------|---------|---------|---------| + 82.99 | 22.29 | 14.62 | 1.57 | + ---------|---------|---------|---------| + 82.99 | 22.29 | 13.95 | 1.86 | + ---------|---------|---------|---------| + 82.99 | 22.29 | 13.29 | 2.77 | + ---------|---------|---------|---------| + 82.99 | 22.85 | 19.85 | 1.52 | + ---------|---------|---------|---------| + 82.99 | 22.85 | 19.18 | 1.45 | + ---------|---------|---------|---------| + 82.99 | 22.85 | 18.52 | 1.40 | + ---------|---------|---------|---------| + 82.99 | 22.85 | 17.85 | 1.37 | + ---------|---------|---------|---------| + 82.99 | 22.85 | 17.18 | 1.37 | + ---------|---------|---------|---------| + 82.99 | 22.85 | 16.52 | 1.41 | + ---------|---------|---------|---------| + 82.99 | 22.85 | 15.85 | 1.45 | + ---------|---------|---------|---------| + 82.99 | 22.85 | 15.18 | 1.56 | + ---------|---------|---------|---------| + 82.99 | 22.85 | 14.52 | 1.84 | + ---------|---------|---------|---------| + 82.99 | 22.85 | 13.85 | 2.72 | + ---------|---------|---------|---------| + 82.99 | 23.41 | 20.41 | 1.53 | + ---------|---------|---------|---------| + 82.99 | 23.41 | 19.75 | 1.46 | + ---------|---------|---------|---------| + 82.99 | 23.41 | 19.08 | 1.40 | + ---------|---------|---------|---------| + 82.99 | 23.41 | 18.41 | 1.36 | + ---------|---------|---------|---------| + 82.99 | 23.41 | 17.75 | 1.36 | + ---------|---------|---------|---------| + 82.99 | 23.41 | 17.08 | 1.40 | + ---------|---------|---------|---------| + 82.99 | 23.41 | 16.41 | 1.44 | + ---------|---------|---------|---------| + 82.99 | 23.41 | 15.75 | 1.55 | + ---------|---------|---------|---------| + 82.99 | 23.41 | 15.08 | 1.83 | + ---------|---------|---------|---------| + 82.99 | 23.41 | 14.41 | 2.68 | + ---------|---------|---------|---------| + 82.99 | 23.98 | 20.98 | 1.54 | + ---------|---------|---------|---------| + 82.99 | 23.98 | 20.31 | 1.47 | + ---------|---------|---------|---------| + 82.99 | 23.98 | 19.65 | 1.41 | + ---------|---------|---------|---------| + 82.99 | 23.98 | 18.98 | 1.36 | + ---------|---------|---------|---------| + 82.99 | 23.98 | 18.31 | 1.35 | + ---------|---------|---------|---------| + 82.99 | 23.98 | 17.65 | 1.38 | + ---------|---------|---------|---------| + 82.99 | 23.98 | 16.98 | 1.44 | + ---------|---------|---------|---------| + 82.99 | 23.98 | 16.31 | 1.54 | + ---------|---------|---------|---------| + 82.99 | 23.98 | 15.65 | 1.81 | + ---------|---------|---------|---------| + 82.99 | 23.98 | 14.98 | 2.64 | + ---------|---------|---------|---------| + 82.99 | 24.54 | 21.54 | 1.55 | + ---------|---------|---------|---------| + 82.99 | 24.54 | 20.88 | 1.48 | + ---------|---------|---------|---------| + 82.99 | 24.54 | 20.21 | 1.42 | + ---------|---------|---------|---------| + 82.99 | 24.54 | 19.54 | 1.37 | + ---------|---------|---------|---------| + 82.99 | 24.54 | 18.88 | 1.35 | + ---------|---------|---------|---------| + 82.99 | 24.54 | 18.21 | 1.37 | + ---------|---------|---------|---------| + 82.99 | 24.54 | 17.54 | 1.44 | + ---------|---------|---------|---------| + 82.99 | 24.54 | 16.88 | 1.54 | + ---------|---------|---------|---------| + 82.99 | 24.54 | 16.21 | 1.79 | + ---------|---------|---------|---------| + 82.99 | 24.54 | 15.54 | 2.62 | + ---------|---------|---------|---------| + 82.99 | 25.11 | 22.11 | 1.56 | + ---------|---------|---------|---------| + 82.99 | 25.11 | 21.44 | 1.49 | + ---------|---------|---------|---------| + 82.99 | 25.11 | 20.77 | 1.43 | + ---------|---------|---------|---------| + 82.99 | 25.11 | 20.11 | 1.38 | + ---------|---------|---------|---------| + 82.99 | 25.11 | 19.44 | 1.35 | + ---------|---------|---------|---------| + 82.99 | 25.11 | 18.77 | 1.36 | + ---------|---------|---------|---------| + 82.99 | 25.11 | 18.11 | 1.45 | + ---------|---------|---------|---------| + 82.99 | 25.11 | 17.44 | 1.53 | + ---------|---------|---------|---------| + 82.99 | 25.11 | 16.77 | 1.78 | + ---------|---------|---------|---------| + 82.99 | 25.11 | 16.11 | 2.59 | + + Information on the critical circle : Fmin = 1.346 + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 82.40 [m] + Y co-ordinate center point : 24.54 [m] + Radius of critical circle : 18.88 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 4623.89 [kNm/m] + Driving moment free water : 0.00 [kNm/m] + Driving moment external loads : 402.11 [kNm/m] + Iterated resisting moment : 6225.00 [kNm/m] + Non-iterated resisting moment : 6111.46 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 68.83 | 11.43 | 11.79 | 0.65 | -46.00 | 2.92 | 0.94 | 1.28 | + 2 | 69.25 | 11.01 | 11.81 | 0.19 | -44.18 | 2.92 | 0.26 | 1.28 | + 3 | 69.65 | 10.63 | 11.81 | 0.63 | -42.50 | -1.61 | 0.85 | 1.28 | + 4 | 70.28 | 10.08 | 11.79 | 0.63 | -39.96 | -1.61 | 0.82 | 1.28 | + 5 | 70.91 | 9.57 | 11.77 | 0.63 | -37.52 | -1.61 | 0.79 | 1.28 | + 6 | 71.54 | 9.11 | 11.75 | 0.63 | -35.15 | -1.61 | 0.77 | 1.28 | + 7 | 72.16 | 8.69 | 11.74 | 0.63 | -32.86 | -1.61 | 0.75 | 1.28 | + 8 | 72.85 | 8.27 | 11.64 | 0.75 | -30.41 | -13.34 | 0.86 | 1.28 | + 9 | 73.57 | 7.86 | 11.47 | 0.70 | -27.90 | -13.34 | 0.79 | 1.28 | + 10 | 74.27 | 7.51 | 11.30 | 0.70 | -25.53 | -13.34 | 0.77 | 1.28 | + 11 | 74.96 | 7.20 | 11.14 | 0.70 | -23.21 | -13.34 | 0.76 | 1.28 | + 12 | 75.66 | 6.92 | 10.97 | 0.70 | -20.93 | -13.34 | 0.75 | 1.28 | + 13 | 76.36 | 6.66 | 10.81 | 0.70 | -18.68 | -13.34 | 0.74 | 1.28 | + 14 | 77.05 | 6.44 | 10.64 | 0.70 | -16.46 | -13.34 | 0.73 | 1.28 | + 15 | 77.73 | 6.26 | 10.48 | 0.67 | -14.32 | -13.34 | 0.69 | 1.28 | + 16 | 78.40 | 6.10 | 10.32 | 0.67 | -12.24 | -13.34 | 0.68 | 1.28 | + 17 | 79.07 | 5.97 | 10.16 | 0.67 | -10.18 | -13.34 | 0.68 | 1.28 | + 18 | 79.63 | 5.87 | 10.03 | 0.46 | -8.44 | -13.34 | 0.47 | 1.28 | + 19 | 80.10 | 5.81 | 9.92 | 0.46 | -7.02 | -13.34 | 0.47 | 1.28 | + 20 | 80.66 | 5.75 | 9.79 | 0.66 | -5.30 | -13.34 | 0.67 | 1.28 | + 21 | 81.32 | 5.70 | 9.63 | 0.66 | -3.28 | -13.34 | 0.66 | 1.28 | + 22 | 81.98 | 5.67 | 9.47 | 0.66 | -1.27 | -13.34 | 0.66 | 1.28 | + 23 | 82.37 | 5.67 | 9.38 | 0.11 | -0.10 | -13.34 | 0.11 | 1.28 | + 24 | 82.73 | 5.67 | 9.30 | 0.60 | 0.98 | -13.34 | 0.60 | 1.28 | + 25 | 83.33 | 5.69 | 9.15 | 0.60 | 2.81 | -13.34 | 0.60 | 1.28 | + 26 | 83.93 | 5.73 | 9.01 | 0.60 | 4.65 | -13.34 | 0.60 | 1.28 | + 27 | 84.53 | 5.79 | 8.87 | 0.60 | 6.49 | -13.34 | 0.61 | 1.28 | + 28 | 85.14 | 5.87 | 8.72 | 0.60 | 8.33 | -13.34 | 0.61 | 1.28 | + 29 | 85.69 | 5.96 | 8.59 | 0.50 | 10.02 | -13.34 | 0.51 | 1.28 | + 30 | 86.18 | 6.05 | 8.48 | 0.50 | 11.56 | -13.34 | 0.51 | 1.28 | + 31 | 86.77 | 6.18 | 8.34 | 0.68 | 13.39 | -13.34 | 0.70 | 1.28 | + 32 | 87.46 | 6.36 | 8.17 | 0.68 | 15.53 | -13.34 | 0.71 | 1.28 | + 33 | 87.94 | 6.50 | 8.06 | 0.28 | 17.05 | -13.34 | 0.29 | 1.28 | + 34 | 88.25 | 6.60 | 7.99 | 0.35 | 18.05 | -13.34 | 0.37 | 1.28 | + 35 | 88.54 | 6.69 | 7.92 | 0.23 | 18.99 | -13.34 | 0.25 | 1.28 | + 36 | 88.96 | 6.84 | 7.82 | 0.60 | 20.33 | -13.34 | 0.64 | 1.28 | + 37 | 89.28 | 6.96 | 7.75 | 0.04 | 21.36 | -1.37 | 0.04 | 1.28 | + 38 | 89.39 | 7.01 | 7.74 | 0.19 | 21.73 | -1.37 | 0.21 | 1.28 | + 39 | 89.50 | 7.05 | 7.74 | 0.02 | 22.08 | -1.37 | 0.02 | 1.28 | + 40 | 89.86 | 7.21 | 7.73 | 0.72 | 23.29 | -1.37 | 0.78 | 1.21 | + 41 | 90.58 | 7.53 | 7.72 | 0.72 | 25.68 | -1.37 | 0.80 | 1.21 | + + Slice| Phi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. |Sw-hydro| + | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 24.08 | 0.00 | 0.00 | -0.00 | 4.28 | 18.07 | 18.07 | 0.00 | + 2 | 24.08 | 0.00 | 0.00 | -0.00 | 2.78 | 24.76 | 14.09 | 0.89 | + 3 | 24.08 | 0.00 | -0.00 | -0.00 | 13.88 | 30.81 | 17.74 | 4.59 | + 4 | 24.08 | 0.00 | -0.00 | -0.00 | 20.30 | 39.81 | 22.86 | 9.97 | + 5 | 24.08 | 0.00 | -0.00 | -0.00 | 26.16 | 48.29 | 27.54 | 14.91 | + 6 | 24.08 | 0.00 | -0.00 | -0.00 | 31.52 | 56.20 | 31.83 | 19.43 | + 7 | 24.08 | 0.00 | -0.00 | -0.00 | 36.42 | 63.52 | 35.75 | 23.57 | + 8 | 24.08 | 0.00 | -0.00 | -0.00 | 47.98 | 69.39 | 38.18 | 27.69 | + 9 | 24.08 | 0.00 | -0.00 | -0.00 | 47.92 | 68.80 | 39.58 | 30.79 | + 10 | 24.08 | 0.00 | -0.00 | -0.00 | 50.37 | 72.32 | 41.04 | 32.54 | + 11 | 24.08 | 0.00 | -0.00 | -0.00 | 52.35 | 75.17 | 42.09 | 33.94 | + 12 | 24.08 | 0.00 | -0.00 | -0.00 | 53.89 | 77.38 | 42.78 | 35.01 | + 13 | 24.08 | 0.00 | -0.00 | -0.00 | 55.01 | 78.98 | 43.13 | 35.77 | + 14 | 24.08 | 0.00 | -0.00 | -0.00 | 55.72 | 80.01 | 43.15 | 36.24 | + 15 | 24.08 | 0.00 | -0.00 | -0.00 | 53.54 | 80.39 | 42.79 | 36.42 | + 16 | 24.08 | 0.00 | -0.00 | -0.00 | 53.39 | 80.17 | 42.10 | 36.34 | + 17 | 24.08 | 0.00 | -0.00 | -0.00 | 52.93 | 79.47 | 41.16 | 36.01 | + 18 | 24.08 | 0.00 | -0.00 | -0.00 | 36.44 | 78.53 | 40.20 | 35.56 | + 19 | 24.08 | 0.00 | -0.00 | -0.00 | 35.95 | 77.48 | 39.28 | 35.05 | + 20 | 24.08 | 0.00 | -0.00 | -0.00 | 50.29 | 75.88 | 38.02 | 34.25 | + 21 | 24.08 | 0.00 | -0.00 | -0.00 | 48.78 | 73.62 | 36.38 | 33.13 | + 22 | 24.08 | 0.00 | -0.00 | -0.00 | 46.98 | 70.90 | 34.59 | 31.77 | + 23 | 24.08 | 0.00 | -0.00 | -0.00 | 7.48 | 69.21 | 33.53 | 30.90 | + 24 | 24.08 | 0.00 | -0.00 | -0.00 | 40.78 | 67.66 | 32.62 | 29.99 | + 25 | 24.08 | 0.00 | -0.00 | -0.00 | 39.06 | 64.80 | 31.00 | 28.32 | + 26 | 24.08 | 0.00 | -0.00 | -0.00 | 37.11 | 61.57 | 29.26 | 26.46 | + 27 | 24.08 | 0.00 | -0.00 | -0.00 | 34.94 | 57.96 | 27.40 | 24.42 | + 28 | 24.08 | 0.00 | -0.00 | -0.00 | 32.54 | 53.98 | 25.45 | 22.18 | + 29 | 24.08 | 0.00 | -0.00 | -0.00 | 24.84 | 49.94 | 23.58 | 19.97 | + 30 | 24.08 | 0.00 | -0.00 | -0.00 | 22.82 | 45.88 | 21.85 | 17.83 | + 31 | 24.08 | 0.00 | -0.00 | -0.00 | 27.73 | 40.66 | 19.78 | 15.10 | + 32 | 24.08 | 0.00 | -0.00 | -0.00 | 23.29 | 34.15 | 17.43 | 11.71 | + 33 | 24.08 | 0.00 | -0.00 | -0.00 | 8.09 | 29.32 | 15.87 | 9.20 | + 34 | 24.08 | 0.00 | -0.00 | -0.00 | 9.19 | 25.95 | 14.88 | 7.45 | + 35 | 24.08 | 0.00 | -0.00 | -0.00 | 5.27 | 22.74 | 14.00 | 5.78 | + 36 | 24.08 | 0.00 | -0.00 | -0.00 | 10.73 | 17.94 | 12.85 | 3.29 | + 37 | 24.08 | 0.00 | -0.00 | -0.00 | 0.54 | 14.28 | 12.15 | 1.35 | + 38 | 24.08 | 0.00 | -0.00 | -0.00 | 2.58 | 13.31 | 12.33 | 0.62 | + 39 | 24.08 | 0.00 | -0.00 | -0.00 | 0.19 | 12.43 | 12.43 | 0.00 | + 40 | 26.69 | 0.00 | -0.00 | -0.00 | 6.77 | 9.44 | 9.44 | 0.00 | + 41 | 26.69 | 0.00 | -0.00 | -0.00 | 2.33 | 3.26 | 3.26 | 0.00 | + + Slice| Sw-extr| Sw tot.|S shear | Cu | Ko | Sig-Vo'|Alf*SigB|Sig-Alfa| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 5.17 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 2 | 9.78 | 10.67 | 4.26 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 3 | 8.49 | 13.07 | 5.25 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 4 | 6.98 | 16.95 | 6.68 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 5 | 5.85 | 20.75 | 8.04 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 6 | 4.95 | 24.37 | 9.33 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 7 | 4.20 | 27.77 | 10.56 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 8 | 3.51 | 31.20 | 11.41 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 9 | -1.58 | 29.22 | 11.99 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 10 | -1.25 | 31.28 | 12.58 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 11 | -0.86 | 33.07 | 13.06 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 12 | -0.41 | 34.60 | 13.45 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 13 | 0.08 | 35.85 | 13.73 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 14 | 0.62 | 36.86 | 13.91 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 15 | 1.18 | 37.60 | 13.97 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 16 | 1.73 | 38.07 | 13.92 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 17 | 2.29 | 38.30 | 13.79 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 18 | 2.77 | 38.33 | 13.63 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 19 | 3.16 | 38.20 | 13.44 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 20 | 3.61 | 37.87 | 13.17 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 21 | 4.11 | 37.23 | 12.79 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 22 | 4.54 | 36.31 | 12.34 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 23 | 4.78 | 35.68 | 12.08 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 24 | 5.05 | 35.03 | 11.85 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 25 | 5.48 | 33.80 | 11.43 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 26 | 5.85 | 32.31 | 10.96 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 27 | 6.15 | 30.56 | 10.44 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 28 | 6.35 | 28.53 | 9.88 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 29 | 6.38 | 26.35 | 9.33 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 30 | 6.19 | 24.02 | 8.80 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 31 | 5.78 | 20.88 | 8.16 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 32 | 5.02 | 16.72 | 7.42 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 33 | 4.26 | 13.45 | 6.92 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 34 | 3.63 | 11.07 | 6.61 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 35 | 2.96 | 8.73 | 6.32 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 36 | 1.81 | 5.09 | 5.95 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 37 | 0.79 | 2.14 | 5.73 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 38 | 0.37 | 0.98 | 5.81 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 39 | 0.00 | 0.00 | 5.87 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 40 | 0.00 | 0.00 | 5.27 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + 41 | 0.00 | 0.00 | 2.58 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | + + + END OF D-Geo Stability OUTPUT + ============================= + + + END OF D-Geo Stability OUTPUT + ============================= Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series005/Dik(dike)_Loc(Grave_323)_Mdl(Bishop)_1996-01-01T00_00_00.std =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series005/Dik(dike)_Loc(Grave_323)_Mdl(Bishop)_1996-01-01T00_00_00.std (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series005/Dik(dike)_Loc(Grave_323)_Mdl(Bishop)_1996-01-01T00_00_00.std (revision 2226) @@ -0,0 +1,6773 @@ +Dump file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 27-03-2019 +TIME : 13:46:31 +FILENAME : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series005\Dik(dike)_Loc(Grave_323)_Mdl(Bishop)_1996-01-01T00_00_00.std +CREATED BY : D-Geo Stability version 18.1.1.3 +========================== BEGINNING OF DATA ========================== +[Input Data] +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1001 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 4 = number of items +[SOIL] +wl_Zand diep +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=30.26 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=1 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand tussen (1) +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=1.21 +SoilPhi=26.69 +SoilDilatancy=26.69 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Huidige klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=24.08 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_klei +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=1.00 +SoilPhi=27.50 +SoilDilatancy=27.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 57 - Number of geometry points - + 1 0.000 4.887 0.000 + 2 31.674 4.464 0.000 + 3 33.605 4.595 0.000 + 4 36.071 5.349 0.000 + 5 37.392 5.549 0.000 + 6 37.715 5.598 0.000 + 7 39.535 6.026 0.000 + 8 47.844 7.000 0.000 + 9 47.921 7.009 0.000 + 10 53.632 7.498 0.000 + 11 60.966 10.000 0.000 + 12 65.776 11.641 0.000 + 13 69.340 11.860 0.000 + 14 70.723 11.794 0.000 + 15 72.494 11.710 0.000 + 16 72.534 11.714 0.000 + 17 73.223 11.780 0.000 + 18 75.034 11.463 0.000 + 19 78.932 10.000 0.000 + 20 83.099 8.436 0.000 + 21 94.086 8.220 0.000 + 22 97.348 7.162 0.000 + 23 97.724 7.000 0.000 + 24 99.341 6.082 0.000 + 25 100.701 6.000 0.000 + 26 102.153 6.860 0.000 + 27 108.566 6.963 0.000 + 28 119.966 6.953 0.000 + 29 127.800 6.979 0.000 + 30 0.000 -5.000 0.000 + 31 127.800 -5.000 0.000 + 32 40.240 3.758 0.000 + 33 63.694 4.200 0.000 + 34 75.812 4.200 0.000 + 35 88.217 3.500 0.000 + 36 97.346 3.500 0.000 + 37 127.800 3.000 0.000 + 38 127.800 6.000 0.000 + 39 0.000 7.000 0.000 + 40 65.776 6.639 0.000 + 41 73.223 5.500 0.000 + 42 97.971 6.860 0.000 + 43 127.800 6.860 0.000 + 44 47.844 7.000 0.000 + 45 83.099 8.436 0.000 + 46 97.348 7.162 0.000 + 47 102.153 6.860 0.000 + 48 0.000 -5.000 0.000 + 49 127.800 -5.000 0.000 + 50 0.000 6.142 0.000 + 51 1.000 6.142 0.000 + 52 33.605 6.142 0.000 + 53 35.000 6.237 0.000 + 54 84.000 6.202 0.000 + 55 127.800 6.202 0.000 + 56 0.000 -5.000 0.000 + 57 127.800 -5.000 0.000 +[END OF POINTS] + +[CURVES] + 54 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 32 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 24 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 38 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 23 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 19 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 44 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 40 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 45 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 42 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 47 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 43 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 57 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 5 6 7 8 9 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 5 6 10 11 12 + 3 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 5 6 10 11 32 33 34 + 35 + 4 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 2 3 13 14 15 16 17 18 19 11 + 32 33 34 35 + 5 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 2 3 13 14 15 16 17 20 21 22 + 23 24 25 26 27 19 11 32 33 34 + 35 + 6 - Boundary number + 28 - number of curves on boundary, next line(s) are curvenumbers + 2 3 13 14 15 16 17 20 21 22 + 28 29 36 37 38 39 30 31 24 25 + 26 27 19 11 32 33 34 35 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 8 - number of curves on PlLine, next line(s) are curvenumbers + 40 41 42 43 44 45 46 47 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 48 + 3 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 49 50 51 52 53 + 4 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 54 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand diep + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Zand tussen (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Zand tussen (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[END OF RUN IDENTIFICATION TITLES] +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 1 : Zone plot on + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[END OF MSEEPNET] +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[END OF UNIT WEIGHT WATER] +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 100 100 + 4 100 100 100 + 3 100 100 100 100 + 2 100 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 69.500 94.500 10 X-direction + 11.852 36.852 10 Y-direction + 6.000 0.148 13 Tangent lines + 0.000 0.000 0 no fixed point used +[END OF CIRCLES] +[SPENCER SLIP DATA] + 0 Number of points +[END OF SPENCER SLIP DATA] +[SPENCER SLIP DATA 2] + 0 Number of points +[END OF SPENCER SLIP DATA 2] +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[END OF SPENCER SLIP INTERVAL] +[LINE LOADS] + 0 = number of items +[END OF LINE LOADS] +[UNIFORM LOADS] + 1 = number of items +Verkeersbelasting + 13.30 = magnitude + 70.72 73.22 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[END OF UNIFORM LOADS] +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[END OF EARTH QUAKE] +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 1.50 [m] +[END OF MINIMAL REQUIRED CIRCLE DEPTH] +[SLIP CIRCLE SELECTION] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[END OF SLIP CIRCLE SELECTION] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[END OF START VALUE SAFETY FACTOR] +[REFERENCE LEVEL SU] + 16.000 Excavation gamma above freatic level + 18.000 Excavation gamma below freatic level + 2 number of points + 0.000 -5.000 x y + 127.800 -5.000 x y +[END OF REFERENCE LEVEL SU] + +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[END OF LIFT SLIP DATA] +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 3 3 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[END OF EXTERNAL WATER LEVELS] +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[END OF MODEL FACTOR] +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 11.64 = Diketable Height [m] + 3.00 = Width top rest profile [m] + 65.78 = X co-ordinate indicating start of zone [m] + 127.79 = Boundary of M.H.W influence at X [m] + 11.85 = Boundary of M.H.W influence at Y [m] + 1.00 = Required safety in zone 1a + 1.00 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[END OF NEWZONE PLOT DATA] +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[END OF REQUESTED CIRCLE SLICES] +[REQUESTED LIFT SLICES] + 50 = number of slices +[END OF REQUESTED LIFT SLICES] +[REQUESTED SPENCER SLICES] + 50 = number of slices +[END OF REQUESTED SPENCER SLICES] +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[End of Input Data] + +[RestProfile] + 7 + 65.78000 11.64000 + 68.78000 11.64000 + 72.06000 10.00000 + 84.06000 7.00000 + 87.75021 5.15489 + 94.36979 3.50000 + 127.80000 -4.85755 +[ZONE RESULTS] +[Column Indication] +X-Centrepoint +Y-Centrepoint +Radius +Stability factor +Zone number +Entry point circle +Rotated angle in radians +Rotated safety +[End of Column Indication] +[Data] + 72.278 11.852 11.704 13.639 1 60.734 0.000000 13.639 + 72.278 11.852 11.704 13.639 1 60.734 0.000000 13.639 + 72.278 11.852 11.216 13.329 1 61.202 0.000000 13.329 + 72.278 11.852 11.216 13.329 1 61.202 0.000000 13.329 + 72.278 11.852 10.729 13.072 1 61.671 0.000000 13.072 + 72.278 11.852 10.729 13.072 1 61.671 0.000000 13.072 + 72.278 11.852 10.241 12.806 1 62.140 0.000000 12.806 + 72.278 11.852 10.241 12.806 1 62.140 0.000000 12.806 + 72.278 11.852 9.753 12.557 1 62.610 0.000000 12.557 + 72.278 11.852 9.753 12.557 1 62.610 0.000000 12.557 + 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3.001 8.035 0.000 8.035 0.000 0.000 + 4.764 4.764 0.000 0.000 0.000 2.141 5.042 0.000 5.042 0.000 0.000 + 1.618 1.618 0.000 0.000 0.000 1.212 1.811 0.000 1.811 0.000 0.000 +[End of Data] +[End of Stresses] +[CUCalculates results} +[Column Indication] +PreLoadStress +Yieldstress +POP +OCR +Exponent +SFactor +AdditionalFactorLEM +[End of Column Indication] +[Data] + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 +[End of Data] +[End of CUCalculates results} +[End of Dump] + +[CALCULATION TIME] +00:00:03 +[END OF CALCULATION TIME] + +[End of Dump File] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm536bi.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm536bi.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm536bi.sti (revision 2226) @@ -0,0 +1,1107 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:54 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\hm536bi.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +zand (2) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (1) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijksmat +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamOvenDry=0.01 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 52 - Number of geometry points - + 1 -40.000 7.500 0.000 + 2 -26.200 7.500 0.000 + 3 -19.800 7.500 0.000 + 4 8.250 6.000 0.000 + 5 11.000 5.700 0.000 + 6 14.000 5.650 0.000 + 7 16.200 4.800 0.000 + 8 16.900 4.700 0.000 + 9 18.100 5.500 0.000 + 10 40.000 5.500 0.000 + 11 -2.800 9.100 0.000 + 12 -1.600 9.150 0.000 + 13 1.600 9.400 0.000 + 14 3.100 9.300 0.000 + 15 4.000 8.600 0.000 + 16 6.000 7.000 0.000 + 17 -12.700 10.200 0.000 + 18 -11.100 10.500 0.000 + 19 -10.400 10.500 0.000 + 20 -7.900 10.400 0.000 + 21 -7.100 10.350 0.000 + 22 -4.600 9.400 0.000 + 23 -3.850 9.400 0.000 + 24 -3.600 9.200 0.000 + 25 -15.150 9.240 0.000 + 26 -18.550 7.400 0.000 + 27 -12.400 9.700 0.000 + 28 -10.950 10.000 0.000 + 29 -7.250 9.800 0.000 + 30 -4.700 8.900 0.000 + 31 -3.400 8.800 0.000 + 32 -7.100 6.800 0.000 + 33 -40.000 4.700 0.000 + 34 40.000 4.400 0.000 + 35 -40.000 -10.000 0.000 + 36 40.000 -10.000 0.000 + 37 -40.000 9.240 0.000 + 38 -15.150 9.240 0.000 + 39 -14.150 8.240 0.000 + 40 -7.000 8.000 0.000 + 41 8.250 6.000 0.000 + 42 11.000 5.700 0.000 + 43 14.000 5.650 0.000 + 44 18.100 5.500 0.000 + 45 40.000 5.500 0.000 + 46 -40.000 8.940 0.000 + 47 -19.800 7.910 0.000 + 48 8.300 6.270 0.000 + 49 40.000 6.270 0.000 + 50 -40.000 7.500 0.000 + 51 -26.200 7.500 0.000 + 52 -19.800 7.500 0.000 +[END OF POINTS] + +[CURVES] + 48 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 9 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 4 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 25 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 17 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 11 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 26 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 11 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 32 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 4 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 39 +[END OF CURVES] + +[BOUNDARIES] + 6 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 34 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 33 + 2 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 1 2 23 30 32 3 4 5 6 + 3 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 1 2 23 30 31 29 7 8 9 10 + 11 12 3 4 5 6 + 4 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 1 2 23 24 25 26 27 28 29 7 + 8 9 10 11 12 3 4 5 6 + 5 - Boundary number + 22 - number of curves on boundary, next line(s) are curvenumbers + 1 2 13 14 15 16 17 18 19 20 + 21 22 7 8 9 10 11 12 3 4 + 5 6 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 6 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 6 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 6 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 3 - Number of piezometric level lines - + 1 - PlLine number + 8 - number of curves on PlLine, next line(s) are curvenumbers + 35 36 37 38 39 40 41 42 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 43 44 45 + 3 - PlLine number + 9 - number of curves on PlLine, next line(s) are curvenumbers + 46 47 48 37 38 39 40 41 42 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 5 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (2) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + dijksmat + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + zand (2) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + dijksmat + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-361580, Detailonderzoek Maasdijken +Vak C, hmp 536, binnenwaartse stab. + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 5 Number of layers + 5 100 + 4 100 100 + 3 100 100 100 + 2 100 100 100 100 + 1 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 +[CIRCLES] + 6.840 6.840 1 X-direction + 14.000 14.000 1 Y-direction + 4.000 4.000 1 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 6 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 5 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm1001bi.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm1001bi.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm1001bi.sti (revision 2226) @@ -0,0 +1,1083 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:54 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\hm1001bi.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +zand (2) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=19.00 +SoilDilatancy=19.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijksmat +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamOvenDry=0.01 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 54 - Number of geometry points - + 1 71.400 0.500 0.000 + 2 72.550 -0.200 0.000 + 3 73.300 -0.100 0.000 + 4 73.650 0.100 0.000 + 5 0.000 1.000 0.000 + 6 2.800 1.000 0.000 + 7 3.600 0.180 0.000 + 8 3.900 -0.100 0.000 + 9 4.450 -0.100 0.000 + 10 5.200 0.000 0.000 + 11 5.400 0.180 0.000 + 12 6.500 1.200 0.000 + 13 12.500 1.800 0.000 + 14 19.200 2.200 0.000 + 15 58.100 1.300 0.000 + 16 63.800 1.400 0.000 + 17 70.800 1.100 0.000 + 18 74.200 0.500 0.000 + 19 80.000 0.900 0.000 + 20 26.000 3.500 0.000 + 21 33.600 5.800 0.000 + 22 34.450 6.100 0.000 + 23 35.700 6.400 0.000 + 24 37.500 6.500 0.000 + 25 40.000 6.650 0.000 + 26 42.500 6.500 0.000 + 27 44.050 6.400 0.000 + 28 45.500 5.700 0.000 + 29 50.400 3.500 0.000 + 30 52.800 3.000 0.000 + 31 39.500 6.650 0.000 + 32 42.000 6.600 0.000 + 33 0.000 0.180 0.000 + 34 0.000 -0.300 0.000 + 35 12.000 -0.300 0.000 + 36 49.000 0.800 0.000 + 37 63.800 0.900 0.000 + 38 66.500 0.910 0.000 + 39 80.000 0.300 0.000 + 40 0.000 -13.000 0.000 + 41 80.000 -13.000 0.000 + 42 0.000 4.500 0.000 + 43 6.000 4.500 0.000 + 44 29.200 4.500 0.000 + 45 30.200 3.400 0.000 + 46 42.000 3.000 0.000 + 47 58.100 1.300 0.000 + 48 63.800 1.400 0.000 + 49 71.400 0.500 0.000 + 50 80.000 0.500 0.000 + 51 19.000 3.730 0.000 + 52 58.000 1.300 0.000 + 53 66.500 0.910 0.000 + 54 80.000 0.910 0.000 +[END OF POINTS] + +[CURVES] + 50 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 1 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 18 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 20 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 31 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 26 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 15 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 1 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 39 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 51 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 +[END OF CURVES] + +[BOUNDARIES] + 4 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 38 + 1 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 32 33 34 35 36 1 2 3 37 + 2 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 4 5 6 7 8 9 10 11 12 31 + 13 14 15 1 2 3 16 17 + 3 - Boundary number + 30 - number of curves on boundary, next line(s) are curvenumbers + 4 5 6 7 8 9 10 11 12 18 + 19 20 21 22 23 24 25 26 27 28 + 29 30 13 14 15 1 2 3 16 17 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 4 - Number of boundaries - + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 4 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 4 - Number of boundaries - + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 8 - number of curves on PlLine, next line(s) are curvenumbers + 39 40 41 42 43 44 45 46 + 2 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 39 47 48 49 50 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 3 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (2) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + dijksmat + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-361580, Detailonderzoek Maasdijken +Vak H, hmp 1001, binnenwaartse stab. + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 3 Number of layers + 3 100 + 2 100 100 + 1 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 +[degree earth quake] + 100 100 100 +[CIRCLES] + 54.740 54.740 1 X-direction + 17.000 17.000 1 Y-direction + 0.000 0.000 1 Tangent lines + 40.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 40.000 40.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 40.000 40.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 3 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 40.00 = X co-ordinate indicating start of zone [m] + 40.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 40.00 = Left side minimum road [m] + 40.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 1,0.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 1,0.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 1,0.sti (revision 2226) @@ -0,0 +1,1205 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 11:36:01 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150303\Stabiliteit\Geometries\Keent 1,0.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +wegmateriaal (1) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=22.00 +SoilGamOvenDry=0.01 +SoilGamWet=10.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Zand-tussen +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=26.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Huidige klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Zand-diep +SoilColor=65535 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Klei nieuw +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_Zand-diep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 47 - Number of geometry points - + 1 0.000 8.000 0.000 + 2 135.000 7.700 0.000 + 3 112.270 7.703 0.000 + 4 94.164 8.068 0.000 + 5 92.210 8.385 0.000 + 6 91.010 8.588 0.000 + 7 86.080 8.589 0.000 + 8 80.329 10.900 0.000 + 9 78.370 11.688 0.000 + 10 75.000 11.987 0.000 + 11 71.960 11.765 0.000 + 12 69.500 10.937 0.000 + 13 61.550 8.262 0.000 + 14 50.460 7.703 0.000 + 15 31.830 7.749 0.000 + 16 23.288 8.000 0.000 + 17 13.010 8.302 0.000 + 18 0.000 8.300 0.000 + 19 112.074 7.700 0.000 + 20 86.000 7.300 0.000 + 21 78.578 8.000 0.000 + 22 71.960 8.000 0.000 + 23 61.550 7.700 0.000 + 24 50.498 7.700 0.000 + 25 0.000 7.700 0.000 + 26 135.000 6.300 0.000 + 27 112.229 6.300 0.000 + 28 93.852 5.800 0.000 + 29 78.622 4.500 0.000 + 30 71.262 4.500 0.000 + 31 0.000 6.000 0.000 + 32 135.000 5.000 0.000 + 33 78.446 3.000 0.000 + 34 71.086 3.000 0.000 + 35 0.000 5.000 0.000 + 36 135.000 -10.000 0.000 + 37 0.000 -10.000 0.000 + 38 135.000 7.700 0.000 + 39 94.164 7.700 0.000 + 40 86.080 8.471 0.000 + 41 70.600 11.330 0.000 + 42 0.000 11.030 0.000 + 43 94.200 8.990 0.000 + 44 86.020 9.860 0.000 + 45 61.500 11.100 0.000 + 46 0.000 11.330 0.000 + 47 78.311 10.620 0.000 +[END OF POINTS] + +[CURVES] + 43 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 3 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 2 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 38 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 43 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 40 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 47 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 34 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 33 32 31 + 2 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 30 29 28 27 26 + 3 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 25 22 21 20 19 18 24 + 4 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 23 22 21 20 19 18 + 24 + 5 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 23 22 21 20 19 18 + 17 1 + 6 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 9 8 7 + 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 37 43 42 36 35 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 41 40 39 38 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand-diep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Zand-tussen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Zand-tussen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijkring 36a, Keent +Profiel 1 +Huidige situatie +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 100 100 + 4 100 100 100 + 3 100 100 100 100 + 2 100 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 +[CIRCLES] + 81.348 89.242 10 X-direction + 19.067 24.157 10 Y-direction + 9.000 3.000 10 Tangent lines + 75.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeer + 13.00 = magnitude + 74.02 76.52 = xstart and xend + 30.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 75.000 75.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 75.000 75.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 0 0 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 75.00 = X co-ordinate indicating start of zone [m] + 75.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 75.00 = Left side minimum road [m] + 75.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 35.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 35.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 35.sti (revision 2226) @@ -0,0 +1,997 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 10:44:01 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150303\Stabiliteit\Geometries\Keent 35.sti +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +Wegmateriaal +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=22.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand tussen +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Huidige klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand diep +SoilColor=65535 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei nieuw +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand diep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 32 - Number of geometry points - + 1 121.677 7.500 0.000 + 2 121.677 6.500 0.000 + 3 121.677 9.109 0.000 + 4 82.277 9.109 0.000 + 5 74.502 11.654 0.000 + 6 71.677 11.792 0.000 + 7 69.393 11.769 0.000 + 8 60.167 8.700 0.000 + 9 58.664 8.200 0.000 + 10 57.161 7.700 0.000 + 11 55.167 7.037 0.000 + 12 42.669 7.008 0.000 + 13 21.677 6.974 0.000 + 14 0.000 7.961 0.000 + 15 121.677 6.200 0.000 + 16 80.142 5.500 0.000 + 17 73.926 3.100 0.000 + 18 69.476 3.100 0.000 + 19 57.460 6.800 0.000 + 20 22.518 6.000 0.000 + 21 0.000 6.000 0.000 + 22 121.677 -3.000 0.000 + 23 0.000 -3.000 0.000 + 24 121.677 8.955 0.000 + 25 82.277 8.993 0.000 + 26 74.502 10.200 0.000 + 27 67.916 11.320 0.000 + 28 55.245 11.320 0.000 + 29 0.000 11.320 0.000 + 30 121.677 10.000 0.000 + 31 82.877 11.170 0.000 + 32 55.167 11.320 0.000 +[END OF POINTS] + +[CURVES] + 26 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 32 +[END OF CURVES] + +[BOUNDARIES] + 3 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 18 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 17 16 15 14 13 12 + 2 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 11 10 9 8 7 6 5 4 3 2 + 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 3 - Number of boundaries - + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 3 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 3 - Number of boundaries - + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 23 22 21 20 19 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 26 25 24 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 2 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand diep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijkring 36a, Keent +Dwarsprofiel 35 +Huidige situatie +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 2 Number of layers + 2 100 + 1 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 +[degree earth quake] + 100 100 +[CIRCLES] + 76.476 82.255 15 X-direction + 14.727 19.642 15 Y-direction + 10.000 3.000 10 Tangent lines + 71.677 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +13 kPa + 13.30 = magnitude + 70.78 73.28 = xstart and xend + 30.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 2.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 71.677 71.677 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 71.677 71.677 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 2 - Number of layers + 2 2 = Pl-top and pl-bottom + 1 2 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 71.68 = X co-ordinate indicating start of zone [m] + 71.68 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 71.68 = Left side minimum road [m] + 71.68 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/708bi-deWit-MHW.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/708bi-deWit-MHW.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/708bi-deWit-MHW.sti (revision 2226) @@ -0,0 +1,1026 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:55 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\708bi-deWit-MHW.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +zand (1) (1) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (1) (1) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.70 +SoilGamOvenDry=0.01 +SoilGamWet=16.70 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.30 +SoilPhi=17.30 +SoilDilatancy=17.30 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijksm. +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.50 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.50 +SoilPhi=19.40 +SoilDilatancy=19.40 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamOvenDry=0.01 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (1) (1) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 35 - Number of geometry points - + 1 105.000 5.100 0.000 + 2 86.636 4.700 0.000 + 3 72.000 4.500 0.000 + 4 57.700 4.710 0.000 + 5 48.200 8.440 0.000 + 6 45.000 8.580 0.000 + 7 41.822 8.500 0.000 + 8 30.094 5.040 0.000 + 9 20.525 4.420 0.000 + 10 0.000 3.900 0.000 + 11 49.700 4.000 0.000 + 12 40.200 4.000 0.000 + 13 105.000 3.000 0.000 + 14 57.700 3.000 0.000 + 15 105.000 1.500 0.000 + 16 57.700 1.500 0.000 + 17 45.000 0.600 0.000 + 18 30.094 -2.000 0.000 + 19 0.000 -2.000 0.000 + 20 105.000 -5.000 0.000 + 21 0.000 -5.000 0.000 + 22 105.000 4.500 0.000 + 23 69.730 4.500 0.000 + 24 57.634 4.713 0.000 + 25 54.800 5.323 0.000 + 26 53.927 5.391 0.000 + 27 47.600 5.850 0.000 + 28 39.500 6.350 0.000 + 29 37.887 7.350 0.000 + 30 0.000 7.350 0.000 + 31 105.000 4.000 0.000 + 32 0.000 4.000 0.000 + 33 105.000 6.300 0.000 + 34 57.700 6.300 0.000 + 35 56.000 6.720 0.000 +[END OF POINTS] + +[CURVES] + 31 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 4 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 35 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 19 + 1 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 18 17 16 15 + 2 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 9 8 12 14 13 + 3 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 9 8 12 11 10 3 2 1 + 4 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 9 8 7 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 3 - Number of piezometric level lines - + 1 - PlLine number + 8 - number of curves on PlLine, next line(s) are curvenumbers + 27 26 25 24 23 22 21 20 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 28 + 3 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 31 30 29 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (1) (1) + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei (1) (1) + 2 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei (1) (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + dijksm. + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijkverbetering Maren-Kessel CO-378780 +Hmp 711+75m binnenwaartse stabiliteit + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 48.029 65.118 10 X-direction + 9.947 20.282 15 Y-direction + 4.000 0.000 9 Tangent lines + 45.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.00 = magnitude + 45.50 48.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 5 +[LIFT SLIP DATA] + 45.000 45.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 45.000 45.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 3 3 = Pl-top and pl-bottom + 2 3 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 45.00 = X co-ordinate indicating start of zone [m] + 45.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 45.00 = Left side minimum road [m] + 45.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm977bi.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm977bi.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm977bi.sti (revision 2226) @@ -0,0 +1,1166 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:54 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\hm977bi.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +zand (2) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +veen +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamOvenDry=0.01 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=19.00 +SoilDilatancy=19.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijksmat +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamOvenDry=0.01 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (2) +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 47 - Number of geometry points - + 1 0.000 -0.200 0.000 + 2 2.100 0.200 0.000 + 3 4.300 0.500 0.000 + 4 8.100 1.600 0.000 + 5 10.000 1.900 0.000 + 6 17.300 2.200 0.000 + 7 25.100 2.500 0.000 + 8 62.700 1.000 0.000 + 9 66.200 0.700 0.000 + 10 66.900 0.500 0.000 + 11 67.400 0.200 0.000 + 12 68.700 -0.700 0.000 + 13 71.000 -0.600 0.000 + 14 71.800 0.200 0.000 + 15 72.100 0.500 0.000 + 16 85.000 0.800 0.000 + 17 33.400 4.100 0.000 + 18 40.700 6.100 0.000 + 19 41.700 6.300 0.000 + 20 44.800 6.500 0.000 + 21 47.300 6.500 0.000 + 22 48.300 6.500 0.000 + 23 52.000 6.000 0.000 + 24 56.900 3.800 0.000 + 25 35.900 4.850 0.000 + 26 67.000 1.820 0.000 + 27 0.000 -1.300 0.000 + 28 23.500 -1.300 0.000 + 29 75.000 -1.200 0.000 + 30 85.000 -1.200 0.000 + 31 0.000 -2.000 0.000 + 32 85.000 -2.000 0.000 + 33 0.000 -13.000 0.000 + 34 85.000 -13.000 0.000 + 35 0.000 4.850 0.000 + 36 35.900 4.850 0.000 + 37 36.900 3.850 0.000 + 38 48.000 3.500 0.000 + 39 62.700 1.000 0.000 + 40 66.200 0.700 0.000 + 41 67.400 0.200 0.000 + 42 71.800 0.200 0.000 + 43 85.000 0.200 0.000 + 44 0.000 4.500 0.000 + 45 25.000 4.410 0.000 + 46 62.700 1.800 0.000 + 47 85.000 1.800 0.000 +[END OF POINTS] + +[CURVES] + 41 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 17 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 25 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 8 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 30 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 29 + 2 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 26 27 28 + 3 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 25 7 8 9 + 10 11 12 13 14 + 4 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 15 16 17 18 + 19 20 21 22 23 24 7 8 9 10 + 11 12 13 14 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 8 - number of curves on PlLine, next line(s) are curvenumbers + 31 32 33 34 35 36 37 38 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 39 40 41 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (2) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + dijksmat + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-361580, Detailonderzoek Maasdijken +Vak H, hmp 977, binnenwaartse stab. + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 61.790 61.790 1 X-direction + 16.560 16.560 1 Y-direction + -2.100 -2.100 1 Tangent lines + 45.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 5 +[LIFT SLIP DATA] + 45.000 45.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 45.000 45.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 45.00 = X co-ordinate indicating start of zone [m] + 45.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 45.00 = Left side minimum road [m] + 45.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series005/Dik(dike)_Loc(Grave_323)_Mdl(Bishop)_1996-01-01T00_00_00z1.jpg =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series003/Dik(dike)_Loc(337)_Mdl(Bishop)_1996-01-01T00_00_00.sti.xml =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series003/Dik(dike)_Loc(337)_Mdl(Bishop)_1996-01-01T00_00_00.sti.xml (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series003/Dik(dike)_Loc(337)_Mdl(Bishop)_1996-01-01T00_00_00.sti.xml (revision 2226) @@ -0,0 +1,64 @@ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ No newline at end of file Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series004/Dik(dike)_Loc(DEM340V)_Mdl(Bishop)_1996-01-01T00_00_00.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series004/Dik(dike)_Loc(DEM340V)_Mdl(Bishop)_1996-01-01T00_00_00.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series004/Dik(dike)_Loc(DEM340V)_Mdl(Bishop)_1996-01-01T00_00_00.sti (revision 2226) @@ -0,0 +1,1102 @@ +Input file for DGSMstabDAM : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 27-03-2019 +TIME : 13:46:22 +FILENAME : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\.\mstabfiles\Series004\Dik(dike)_Loc(DEM340V)_Mdl(Bishop)_1996-01-01T00_00_00.sti +CREATED BY : DGeoStability version 15.1.2.4 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1004 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +wl_zanddiep +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=1 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +l.kleigr +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=6.60 +SoilPhi=24.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +l.klgra +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +l.kleibr +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=7.70 +SoilPhi=24.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +kl.br.z (5) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=2.70 +SoilPhi=28.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_klei +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=1.00 +SoilPhi=27.50 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 44 - Number of geometry points - + 1 0.000 7.300 0.000 + 2 8.500 7.300 0.000 + 3 18.500 7.900 0.000 + 4 25.500 11.000 0.000 + 5 32.000 10.700 0.000 + 6 33.500 10.700 0.000 + 7 36.000 10.700 0.000 + 8 39.800 9.900 0.000 + 9 45.600 6.700 0.000 + 10 50.700 6.000 0.000 + 11 53.000 5.000 0.000 + 12 56.500 4.900 0.000 + 13 58.500 5.300 0.000 + 14 60.500 6.800 0.000 + 15 70.000 6.800 0.000 + 16 0.000 -3.000 0.000 + 17 70.000 -3.000 0.000 + 18 0.000 4.000 0.000 + 19 15.000 4.000 0.000 + 20 22.000 2.500 0.000 + 21 37.000 2.500 0.000 + 22 50.000 1.500 0.000 + 23 70.000 1.500 0.000 + 24 23.000 7.000 0.000 + 25 33.000 7.000 0.000 + 26 45.400 5.500 0.000 + 27 33.000 8.500 0.000 + 28 25.500 6.490 0.000 + 29 36.000 5.800 0.000 + 30 70.000 5.000 0.000 + 31 0.000 7.300 0.000 + 32 8.500 7.300 0.000 + 33 45.600 6.700 0.000 + 34 53.000 5.000 0.000 + 35 0.000 -3.000 0.000 + 36 70.000 -3.000 0.000 + 37 0.000 5.435 0.000 + 38 1.000 5.435 0.000 + 39 2.000 5.448 0.000 + 40 8.500 5.435 0.000 + 41 52.000 5.431 0.000 + 42 70.000 5.431 0.000 + 43 0.000 -3.000 0.000 + 44 70.000 -3.000 0.000 +[END OF POINTS] + +[CURVES] + 40 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 24 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 22 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 11 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 27 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 9 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 33 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 30 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 +[END OF CURVES] + +[BOUNDARIES] + 6 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 5 6 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 7 8 9 10 11 12 6 + 3 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 7 8 9 10 11 13 14 15 16 17 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 7 8 18 19 20 21 14 15 16 17 + 5 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 7 8 22 23 24 27 25 26 20 21 + 14 15 16 17 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 6 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 6 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 6 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 33 28 29 30 31 32 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 34 + 3 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 35 36 37 38 39 + 4 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 40 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 5 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zanddiep + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + l.kleigr + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + l.klgra + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + l.kleibr + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + kl.br.z (5) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 1 : Zone plot on + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 5 Number of layers + 5 100 + 4 100 100 + 3 100 100 100 + 2 100 100 100 100 + 1 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 +[CIRCLES] + 30.750 55.750 10 X-direction + 10.758 35.758 10 Y-direction + 4.900 -0.958 13 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeersbelasting + 13.30 = magnitude + 33.50 36.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 1.50 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + -1 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 5 - Number of layers + 3 3 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[WATER PRESSURE ON HORIZONTAL BAR] + 0 Use water pressure on horizontal bar +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 11.00 = Diketable Height [m] + 3.00 = Width top rest profile [m] + 25.50 = X co-ordinate indicating start of zone [m] + 69.99 = Boundary of M.H.W influence at X [m] + 10.99 = Boundary of M.H.W influence at Y [m] + 1.00 = Required safety in zone 1a + 1.00 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM340V.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM340V.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM340V.sti (revision 2226) @@ -0,0 +1,1253 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:55 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\DEM340V.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +zanddiep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleigr +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.60 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.klgra +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleibr +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=7.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kl.br.z (5) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.70 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zandlos +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zanddiep +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 35 - Number of geometry points - + 1 70.000 6.800 0.000 + 2 60.500 6.800 0.000 + 3 58.500 5.300 0.000 + 4 56.500 4.900 0.000 + 5 50.700 6.000 0.000 + 6 45.600 6.700 0.000 + 7 39.800 9.900 0.000 + 8 36.000 10.700 0.000 + 9 32.000 10.700 0.000 + 10 25.500 11.000 0.000 + 11 18.500 7.900 0.000 + 12 8.500 7.300 0.000 + 13 0.000 7.300 0.000 + 14 33.000 8.500 0.000 + 15 33.000 7.000 0.000 + 16 23.000 7.000 0.000 + 17 70.000 1.500 0.000 + 18 50.000 1.500 0.000 + 19 37.000 2.500 0.000 + 20 22.000 2.500 0.000 + 21 15.000 4.000 0.000 + 22 0.000 4.000 0.000 + 23 45.400 6.800 0.000 + 24 24.300 10.400 0.000 + 25 0.000 10.400 0.000 + 26 70.000 9.500 0.000 + 27 46.000 9.500 0.000 + 28 18.000 10.100 0.000 + 29 70.000 -3.000 0.000 + 30 0.000 -3.000 0.000 + 31 53.000 5.000 0.000 + 32 45.400 5.500 0.000 + 33 70.000 6.800 0.000 + 34 60.500 6.800 0.000 + 35 33.000 8.500 0.000 +[END OF POINTS] + +[CURVES] + 34 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 18 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 32 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 16 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 4 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 31 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 6 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 14 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 34 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 23 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 35 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 28 +[END OF CURVES] + +[BOUNDARIES] + 6 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 6 5 4 3 2 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 7 2 + 3 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 17 16 15 14 13 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 12 11 21 20 19 18 16 15 14 13 + 5 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 12 11 26 25 24 23 22 19 18 16 + 15 14 13 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 6 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 6 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 6 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 30 29 28 27 31 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 34 33 32 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 5 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zanddiep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + l.kleigr + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + l.klgra + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + l.kleibr + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + kl.br.z (5) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Neerloon-Demen +Demen hm 399.7, versterkt: ven binnen + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 5 Number of layers + 5 100 + 4 100 100 + 3 100 100 100 + 2 100 100 100 100 + 1 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 50 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 +[CIRCLES] + 42.000 49.000 7 X-direction + 12.000 18.000 7 Y-direction + 6.500 0.000 7 Tangent lines + 70.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 33.50 36.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 5 +[LIFT SLIP DATA] + 70.000 70.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 70.000 70.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 5 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 70.00 = X co-ordinate indicating start of zone [m] + 70.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 70.00 = Left side minimum road [m] + 70.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series003/Dik(dike)_Loc(337)_Mdl(Bishop)_1996-01-01T00_00_00.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series003/Dik(dike)_Loc(337)_Mdl(Bishop)_1996-01-01T00_00_00.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series003/Dik(dike)_Loc(337)_Mdl(Bishop)_1996-01-01T00_00_00.sti (revision 2226) @@ -0,0 +1,1317 @@ +Input file for DGSMstabDAM : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 27-03-2019 +TIME : 13:46:15 +FILENAME : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\.\mstabfiles\Series003\Dik(dike)_Loc(337)_Mdl(Bishop)_1996-01-01T00_00_00.sti +CREATED BY : DGeoStability version 15.1.2.4 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1004 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +wl_zandondergrond +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=1 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zandtussenlaag +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=25.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, huidig +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +weg +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=22.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, nieuw +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_klei +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=1.00 +SoilPhi=27.50 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 73 - Number of geometry points - + 1 0.000 8.062 0.000 + 2 4.930 8.150 0.000 + 3 17.930 8.316 0.000 + 4 21.624 9.439 0.000 + 5 22.880 9.820 0.000 + 6 26.894 9.841 0.000 + 7 27.510 9.850 0.000 + 8 30.370 11.200 0.000 + 9 31.830 11.470 0.000 + 10 32.447 11.505 0.000 + 11 34.120 11.600 0.000 + 12 35.000 11.650 0.000 + 13 37.040 11.550 0.000 + 14 38.048 11.500 0.000 + 15 39.540 11.420 0.000 + 16 45.880 8.880 0.000 + 17 70.420 8.260 0.000 + 18 75.000 8.190 0.000 + 19 0.000 -6.700 0.000 + 20 75.000 -6.700 0.000 + 21 0.000 5.000 0.000 + 22 17.930 5.000 0.000 + 23 27.510 4.800 0.000 + 24 32.500 2.600 0.000 + 25 38.500 2.600 0.000 + 26 45.880 3.500 0.000 + 27 54.100 3.500 0.000 + 28 75.000 3.500 0.000 + 29 0.000 6.500 0.000 + 30 17.930 6.500 0.000 + 31 23.912 6.100 0.000 + 32 27.510 6.100 0.000 + 33 32.500 6.700 0.000 + 34 38.500 6.700 0.000 + 35 44.462 5.563 0.000 + 36 45.880 5.200 0.000 + 37 75.000 5.200 0.000 + 38 19.645 7.309 0.000 + 39 22.000 6.800 0.000 + 40 27.510 6.800 0.000 + 41 28.589 7.227 0.000 + 42 22.000 7.600 0.000 + 43 27.510 7.600 0.000 + 44 45.880 6.000 0.000 + 45 75.000 6.000 0.000 + 46 45.880 6.500 0.000 + 47 50.560 6.500 0.000 + 48 75.000 6.500 0.000 + 49 22.630 9.480 0.000 + 50 26.410 9.630 0.000 + 51 32.447 11.005 0.000 + 52 35.000 11.150 0.000 + 53 37.821 11.018 0.000 + 54 39.729 11.086 0.000 + 55 44.739 8.538 0.000 + 56 45.693 8.489 0.000 + 57 43.416 9.653 0.000 + 58 45.070 8.900 0.000 + 59 31.830 8.332 0.000 + 60 39.540 6.562 0.000 + 61 75.000 8.880 0.000 + 62 0.000 8.062 0.000 + 63 45.880 8.880 0.000 + 64 0.000 -6.700 0.000 + 65 75.000 -6.700 0.000 + 66 0.000 5.435 0.000 + 67 1.000 5.435 0.000 + 68 5.000 5.448 0.000 + 69 17.930 5.435 0.000 + 70 56.000 5.431 0.000 + 71 75.000 5.431 0.000 + 72 0.000 -6.700 0.000 + 73 75.000 -6.700 0.000 +[END OF POINTS] + +[CURVES] + 71 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 38 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 33 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 42 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 41 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 44 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 46 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 49 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 6 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 51 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 14 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 54 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 56 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 16 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 57 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 58 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 16 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 59 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 63 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 61 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 65 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 67 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 68 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 69 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 69 70 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 71 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 72 73 +[END OF CURVES] + +[BOUNDARIES] + 12 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 5 6 7 8 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 9 10 11 12 13 14 15 16 + 3 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 9 10 11 12 13 14 25 26 + 4 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 9 10 11 12 13 27 28 29 + 5 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 9 17 18 19 20 21 13 27 28 29 + 6 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 9 17 22 23 24 21 13 27 28 29 + 7 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 30 31 32 33 34 35 36 37 38 39 + 40 41 42 43 44 45 46 47 48 49 + 50 + 8 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 30 31 32 33 34 35 36 37 38 39 + 40 41 42 43 44 55 56 57 49 50 + 9 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 30 31 32 33 34 35 36 37 38 39 + 40 41 42 43 44 58 49 50 + 10 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 30 31 32 33 34 35 36 37 38 39 + 53 54 59 60 44 58 49 50 + 11 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 30 31 32 51 52 36 37 38 39 53 + 54 59 60 44 58 49 50 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 12 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 12 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 12 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 61 62 63 64 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 65 + 3 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 66 67 68 69 70 + 4 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 71 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 11 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zandondergrond + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + zandtussenlaag + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei, huidig + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + zandtussenlaag + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei, huidig + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + zandtussenlaag + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + klei, nieuw + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + weg + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 1 : Zone plot on + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 11 Number of layers + 11 100 + 10 100 100 + 9 100 100 100 + 8 100 100 100 100 + 7 100 100 100 100 100 + 6 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 +[CIRCLES] + 35.685 60.685 10 X-direction + 11.616 36.616 10 Y-direction + 8.190 4.764 7 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeersbelasting + 13.30 = magnitude + 37.04 39.54 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 1.50 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + -1 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 11 - Number of layers + 3 3 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[WATER PRESSURE ON HORIZONTAL BAR] + 0 Use water pressure on horizontal bar +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 11.47 = Diketable Height [m] + 3.00 = Width top rest profile [m] + 31.83 = X co-ordinate indicating start of zone [m] + 74.99 = Boundary of M.H.W influence at X [m] + 11.64 = Boundary of M.H.W influence at Y [m] + 1.00 = Required safety in zone 1a + 1.00 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series002/Dik(dike)_Loc(333)_Mdl(Bishop)_1996-01-01T00_00_00z1.jpg =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Oijen_beneden587a.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Oijen_beneden587a.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Oijen_beneden587a.sti (revision 2226) @@ -0,0 +1,1073 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 18-2-2015 +TIME : 10:38:12 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150205\Stabiliteit\Geometries\Oijen_beneden587a.sti +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +dijkmat klei +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijkmat zand +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +kleideklaag +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +kleideklaag opdr. +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.50 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 32 - Number of geometry points - + 1 70.000 5.230 0.000 + 2 60.530 5.220 0.000 + 3 49.360 5.580 0.000 + 4 43.300 8.580 0.000 + 5 41.780 8.780 0.000 + 6 38.340 8.740 0.000 + 7 37.080 8.700 0.000 + 8 32.170 9.970 0.000 + 9 30.000 10.010 0.000 + 10 27.520 10.000 0.000 + 11 18.550 7.030 0.000 + 12 16.740 6.930 0.000 + 13 4.790 6.810 0.000 + 14 0.000 6.840 0.000 + 15 35.500 8.100 0.000 + 16 32.170 9.000 0.000 + 17 27.520 9.000 0.000 + 18 20.872 6.900 0.000 + 19 32.000 6.900 0.000 + 20 70.000 4.130 0.000 + 21 49.360 4.130 0.000 + 22 0.000 4.130 0.000 + 23 70.000 -5.000 0.000 + 24 0.000 -5.000 0.000 + 25 70.000 5.230 0.000 + 26 60.530 5.220 0.000 + 27 49.360 5.580 0.000 + 28 23.000 8.430 0.000 + 29 0.000 8.430 0.000 + 30 70.000 6.020 0.000 + 31 49.360 6.560 0.000 + 32 18.500 7.570 0.000 +[END OF POINTS] + +[CURVES] + 32 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 7 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 15 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 3 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 21 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 32 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 25 + 1 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 24 22 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 13 12 18 20 21 23 22 + 3 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 13 12 18 20 21 2 1 + 4 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 13 12 18 20 19 14 6 5 4 3 + 2 1 + 5 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 13 12 18 17 16 15 14 6 5 4 + 3 2 1 + 6 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 13 12 11 10 9 8 7 6 5 4 + 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 29 28 27 26 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 32 31 30 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + kleideklaag + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + kleideklaag opdr. + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + dijkmat klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + dijkmat zand + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + dijkmat klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Oijen Benedendijk 586 +huidige situatie + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 100 100 + 4 100 100 100 + 3 100 100 100 100 + 2 100 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 50 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 +[CIRCLES] + 50.000 55.000 11 X-direction + 10.000 15.000 11 Y-direction + 5.000 0.000 11 Tangent lines + 30.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Uniform Load (1) + 13.00 = magnitude + 38.70 41.20 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 1 +[LIFT SLIP DATA] + 30.000 30.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 30.000 30.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 30.00 = X co-ordinate indicating start of zone [m] + 30.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 30.00 = Left side minimum road [m] + 30.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/681bi.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/681bi.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/681bi.sti (revision 2226) @@ -0,0 +1,941 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 17-3-2015 +TIME : 8:26:41 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\681bi.sti +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +zand (3) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei (1) (1) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.70 +SoilGamWet=16.70 +SoilRestSlope=0 +SoilCohesion=3.30 +SoilPhi=17.30 +SoilDilatancy=17.30 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijks +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=4.50 +SoilPhi=19.40 +SoilDilatancy=19.40 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +verkeer +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand (3) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 33 - Number of geometry points - + 1 60.000 4.300 0.000 + 2 41.600 4.300 0.000 + 3 31.900 8.500 0.000 + 4 27.300 8.500 0.000 + 5 21.900 6.700 0.000 + 6 21.000 6.200 0.000 + 7 18.000 6.000 0.000 + 8 12.200 5.600 0.000 + 9 10.700 4.700 0.000 + 10 9.900 4.200 0.000 + 11 8.500 4.300 0.000 + 12 7.400 4.700 0.000 + 13 0.000 4.900 0.000 + 14 35.000 3.000 0.000 + 15 25.000 3.000 0.000 + 16 60.000 2.000 0.000 + 17 0.000 2.000 0.000 + 18 60.000 0.500 0.000 + 19 0.000 0.500 0.000 + 20 60.000 -5.000 0.000 + 21 0.000 -5.000 0.000 + 22 60.000 4.300 0.000 + 23 41.600 4.300 0.000 + 24 31.900 6.000 0.000 + 25 24.650 6.500 0.000 + 26 24.300 7.500 0.000 + 27 14.000 7.500 0.000 + 28 0.000 7.500 0.000 + 29 60.000 3.000 0.000 + 30 0.000 3.000 0.000 + 31 60.000 7.000 0.000 + 32 43.500 7.000 0.000 + 33 43.300 7.200 0.000 +[END OF POINTS] + +[CURVES] + 28 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 2 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 33 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 18 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 17 + 2 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 16 + 3 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 7 15 14 13 1 + 4 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 7 6 5 4 3 + 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 3 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 24 23 22 21 20 19 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 25 + 3 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 24 28 27 26 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (3) + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei (1) (1) + 2 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei (1) (1) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + dijks + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijkverbetering Maren-Kessel CO-378780 +hmp 681 binnenwaartse stabiliteit + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 33.000 42.000 10 X-direction + 9.000 24.000 16 Y-direction + 3.500 -0.500 9 Tangent lines + 30.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 5 +[LIFT SLIP DATA] + 30.000 30.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 30.000 30.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 3 3 = Pl-top and pl-bottom + 2 3 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 30.00 = X co-ordinate indicating start of zone [m] + 30.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 30.00 = Left side minimum road [m] + 30.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/RAV384V2.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/RAV384V2.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/RAV384V2.STI.sti (revision 2226) @@ -0,0 +1,1426 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 2-2-2015 +TIME : 14:00:47 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 260119\Stabiliteit\Geometries\Gespiegeld\RAV384V2.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +zanddiep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleigr +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.60 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klbr.sz (1) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zandlos +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.klgra +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleibr +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=7.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kl.br.z (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.70 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +aanvul +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zanddiep +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 29 - Number of geometry points - + 1 60.000 0.000 0.000 + 2 0.000 0.000 0.000 + 3 60.000 4.000 0.000 + 4 46.000 4.000 0.000 + 5 8.000 5.000 0.000 + 6 0.000 5.000 0.000 + 7 60.000 4.500 0.000 + 8 48.500 5.100 0.000 + 9 46.500 5.500 0.000 + 10 45.500 6.200 0.000 + 11 41.900 6.600 0.000 + 12 35.100 8.400 0.000 + 13 30.700 11.000 0.000 + 14 21.700 11.000 0.000 + 15 19.400 10.300 0.000 + 16 14.100 8.400 0.000 + 17 8.200 6.300 0.000 + 18 0.000 6.300 0.000 + 19 35.000 7.000 0.000 + 20 17.000 7.000 0.000 + 21 60.000 6.200 0.000 + 22 21.100 9.800 0.000 + 23 20.300 10.600 0.000 + 24 0.000 10.600 0.000 + 25 46.000 7.200 0.000 + 26 8.000 10.000 0.000 + 27 45.500 6.200 0.000 + 28 41.900 6.600 0.000 + 29 35.100 8.400 0.000 +[END OF POINTS] + +[CURVES] + 28 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 11 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 20 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 12 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 29 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 21 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 26 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 4 3 2 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 7 6 5 + 3 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 12 15 14 13 8 7 6 5 + 4 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 12 15 19 18 17 16 13 8 7 6 + 5 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 23 22 21 25 24 20 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 28 27 26 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zanddiep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + l.kleigr + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klbr.sz (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klbr.sz (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Ravenstein hmp 384+5 +stabiliteitsscherm + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[FORBIDDEN LINES] + 1 - Forbidden lines + 1 + 35.10 3.00 - X1 Y1 + 35.10 7.50 - X2 Y2 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 50 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 31.000 45.000 5 X-direction + 12.000 20.000 5 Y-direction + 2.950 1.000 5 Tangent lines + 60.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 27.50 30.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 60.000 60.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 60.000 60.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 60.00 = X co-ordinate indicating start of zone [m] + 60.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 60.00 = Left side minimum road [m] + 60.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 37.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 37.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 37.sti (revision 2226) @@ -0,0 +1,1234 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 10:43:23 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150303\Stabiliteit\Geometries\Keent 37.sti +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +Wegmateriaal +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=22.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand tussen +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Huidige klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand diep +SoilColor=65535 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei nieuw +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Huidige klei, c, phi=0 +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand diep +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 50 - Number of geometry points - + 1 141.677 8.238 0.000 + 2 117.739 8.297 0.000 + 3 94.417 8.273 0.000 + 4 86.180 8.700 0.000 + 5 83.557 8.836 0.000 + 6 82.988 9.000 0.000 + 7 73.527 11.726 0.000 + 8 71.677 11.780 0.000 + 9 69.410 11.711 0.000 + 10 59.098 9.000 0.000 + 11 57.957 8.700 0.000 + 12 56.055 8.200 0.000 + 13 55.382 8.023 0.000 + 14 53.058 8.003 0.000 + 15 42.482 7.914 0.000 + 16 19.403 8.247 0.000 + 17 0.000 8.389 0.000 + 18 141.677 6.200 0.000 + 19 104.907 6.200 0.000 + 20 104.907 8.284 0.000 + 21 104.907 6.821 0.000 + 22 94.240 9.573 0.000 + 23 79.179 10.025 0.000 + 24 98.132 8.276 0.000 + 25 98.133 8.012 0.000 + 26 98.129 8.277 0.000 + 27 94.423 7.216 0.000 + 28 83.557 7.400 0.000 + 29 79.460 10.017 0.000 + 30 94.423 6.300 0.000 + 31 83.581 6.300 0.000 + 32 94.423 6.200 0.000 + 33 73.926 3.100 0.000 + 34 69.410 3.100 0.000 + 35 57.460 6.800 0.000 + 36 0.000 6.000 0.000 + 37 141.677 -3.000 0.000 + 38 0.000 -3.000 0.000 + 39 141.677 7.400 0.000 + 40 99.821 7.288 0.000 + 41 90.095 8.236 0.000 + 42 83.524 8.644 0.000 + 43 73.467 10.230 0.000 + 44 67.177 11.320 0.000 + 45 55.626 11.320 0.000 + 46 0.000 11.320 0.000 + 47 141.677 10.000 0.000 + 48 104.996 11.170 0.000 + 49 82.877 11.210 0.000 + 50 55.167 11.320 0.000 +[END OF POINTS] + +[CURVES] + 50 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 20 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 26 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 6 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 29 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 19 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 29 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 26 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 21 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 28 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 28 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 21 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 31 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 19 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 43 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 50 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 39 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 38 37 36 35 34 20 + 2 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 19 18 17 16 33 32 31 22 20 + 3 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 19 18 17 16 15 30 28 27 22 20 + 4 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 19 18 17 16 15 14 13 12 11 10 + 9 8 7 29 28 27 22 20 + 5 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 19 18 17 16 15 14 13 12 11 10 + 9 8 7 6 5 4 3 21 22 20 + 6 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 19 18 17 16 15 14 13 12 11 10 + 9 8 7 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 46 45 44 43 42 41 40 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 50 49 48 47 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand diep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Huidige klei + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Zand tussen + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Toetsing DR36A Keent +Dwarsprofiel 37 +Huidige situatie +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 100 100 + 4 100 100 100 + 3 100 100 100 100 + 2 100 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 100 0 0 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 +[CIRCLES] + 80.089 87.633 15 X-direction + 17.860 23.703 15 Y-direction + 10.000 3.000 10 Tangent lines + 71.677 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeersbelasting + 13.30 = magnitude + 70.78 73.28 = xstart and xend + 30.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 2.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 71.677 71.677 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 71.677 71.677 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 2 2 = Pl-top and pl-bottom + 1 2 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 71.68 = X co-ordinate indicating start of zone [m] + 71.68 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 71.68 = Left side minimum road [m] + 71.68 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series006/Dik(dike)_Loc(Grave_342_verbetering_met_taludverflauwing)_Mdl(Bishop)_1996-01-01T00_00_00z1.wmf =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/324+31.sts =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/324+31.sts (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/324+31.sts (revision 2226) @@ -0,0 +1,205 @@ +[Frame] +ProjectId=- +AnnexNum=- +DrawnBy=- +DateStamp=- +UseCurrentDate=1 + +[Page] +PagePrintAxes01=0 +PageOrientation01=1 +PageMarginLeft01=10 +PageMarginRight01=30 +PageMarginTop01=10 +PageMarginBottom01=10 +PageWidth01=210 +PageHeight01=297 +PagePrintAxes02=0 +PageOrientation02=0 +PageMarginLeft02=30 +PageMarginRight02=10 +PageMarginTop02=10 +PageMarginBottom02=10 +PageWidth02=210 +PageHeight02=297 + +[Report] +PDFPictureQuality=0 +PDFImageResolution=300 +PDFImageQuality=100 +HasTOCPageNumbers=1 +IsTotalContentSelected=1 +StartPageNumber=1 +PageText=Pagina + +[Graphic input] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=1 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=1 +Point numbers on=1 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=2 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +IsoLines=1 +Loads Default=1 +Loads Size=2 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Results Graph] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +IsoLines=1 +Loads Default=1 +Loads Size=2 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[FMin grid] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=0 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=0 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=0 +Loads Numbering=0 +Forbidden Lines=0 +Forbidden Lines Numbering=0 +GeoTextiles=0 +GeoTextiles Numbering=0 +Nails=1 +Nails Numbering=1 +IsoLines=1 +Loads Default=1 +Loads Size=2 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Safety overview] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +IsoLines=1 +Loads Default=1 +Loads Size=2 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Calculation] +Graphic Indicator=1 +Short Report=1 Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00.std =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00.std (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00.std (revision 2226) @@ -0,0 +1,6523 @@ +Dump file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 27-03-2019 +TIME : 13:45:59 +FILENAME : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series001\Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00.std +CREATED BY : D-Geo Stability version 18.1.1.3 +========================== BEGINNING OF DATA ========================== +[Input Data] +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1001 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +wl_zandondergrond +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=30.26 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=1 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zandtussenlaag +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=25.69 +SoilDilatancy=25.69 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, huidig +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=24.08 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, nieuw +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=19.04 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +weg +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=22.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=34.96 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_klei +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=1.00 +SoilPhi=27.50 +SoilDilatancy=27.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 107 - Number of geometry points - + 1 0.000 6.335 0.000 + 2 5.156 6.345 0.000 + 3 7.495 6.393 0.000 + 4 26.351 6.770 0.000 + 5 28.930 6.998 0.000 + 6 33.888 7.440 0.000 + 7 34.369 7.620 0.000 + 8 40.285 9.834 0.000 + 9 42.365 10.613 0.000 + 10 44.630 11.460 0.000 + 11 45.000 11.600 0.000 + 12 48.469 11.871 0.000 + 13 50.000 11.990 0.000 + 14 52.450 11.880 0.000 + 15 54.000 11.810 0.000 + 16 54.950 11.790 0.000 + 17 57.150 11.430 0.000 + 18 64.260 8.590 0.000 + 19 64.830 8.560 0.000 + 20 68.200 8.400 0.000 + 21 69.090 8.280 0.000 + 22 77.000 7.170 0.000 + 23 81.000 7.180 0.000 + 24 85.000 7.070 0.000 + 25 90.000 6.960 0.000 + 26 0.000 -6.700 0.000 + 27 90.000 -6.700 0.000 + 28 0.000 3.405 0.000 + 29 4.974 3.335 0.000 + 30 11.915 2.980 0.000 + 31 17.793 3.476 0.000 + 32 35.571 3.689 0.000 + 33 40.387 4.539 0.000 + 34 44.849 5.530 0.000 + 35 52.499 5.884 0.000 + 36 60.901 5.507 0.000 + 37 63.848 4.930 0.000 + 38 69.100 4.930 0.000 + 39 74.290 4.990 0.000 + 40 90.000 4.990 0.000 + 41 0.000 5.000 0.000 + 42 10.415 5.000 0.000 + 43 11.641 4.729 0.000 + 44 12.562 4.477 0.000 + 45 16.124 4.440 0.000 + 46 16.822 4.856 0.000 + 47 20.263 4.964 0.000 + 48 31.301 5.000 0.000 + 49 34.890 5.000 0.000 + 50 38.362 5.470 0.000 + 51 42.114 6.290 0.000 + 52 45.292 6.775 0.000 + 53 48.512 7.014 0.000 + 54 51.304 7.036 0.000 + 55 55.818 6.993 0.000 + 56 58.975 6.771 0.000 + 57 61.583 6.509 0.000 + 58 63.927 6.200 0.000 + 59 64.807 6.200 0.000 + 60 76.888 6.200 0.000 + 61 90.000 6.200 0.000 + 62 8.146 6.065 0.000 + 63 9.791 5.235 0.000 + 64 26.361 5.277 0.000 + 65 28.930 5.561 0.000 + 66 28.930 6.358 0.000 + 67 28.930 6.843 0.000 + 68 42.863 7.597 0.000 + 69 48.630 7.500 0.000 + 70 50.408 7.500 0.000 + 71 51.259 7.500 0.000 + 72 53.492 7.674 0.000 + 73 56.176 8.039 0.000 + 74 59.707 8.307 0.000 + 75 62.780 8.397 0.000 + 76 63.058 8.265 0.000 + 77 64.000 8.261 0.000 + 78 64.253 8.273 0.000 + 79 68.239 8.040 0.000 + 80 69.035 7.958 0.000 + 81 48.548 11.000 0.000 + 82 52.542 11.000 0.000 + 83 55.190 10.917 0.000 + 84 59.020 10.182 0.000 + 85 61.678 8.920 0.000 + 86 48.501 11.495 0.000 + 87 50.008 11.564 0.000 + 88 53.896 11.360 0.000 + 89 57.184 11.054 0.000 + 90 59.568 10.077 0.000 + 91 0.000 7.000 0.000 + 92 28.952 7.000 0.000 + 93 45.000 6.250 0.000 + 94 54.950 5.500 0.000 + 95 90.000 7.170 0.000 + 96 64.260 8.590 0.000 + 97 77.000 7.170 0.000 + 98 0.000 -6.700 0.000 + 99 90.000 -6.700 0.000 + 100 0.000 6.142 0.000 + 101 1.000 6.142 0.000 + 102 17.000 6.237 0.000 + 103 26.351 6.142 0.000 + 104 65.000 6.202 0.000 + 105 90.000 6.202 0.000 + 106 0.000 -6.700 0.000 + 107 90.000 -6.700 0.000 +[END OF POINTS] + +[CURVES] + 109 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 56 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 57 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 58 + 31 - Curve number + 2 - 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points on curve, next line(s) are pointnumbers + 91 92 + 98 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 92 93 + 99 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 93 94 + 100 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 94 96 + 101 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 96 97 + 102 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 97 95 + 103 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 98 99 + 104 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 100 101 + 105 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 101 102 + 106 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 102 103 + 107 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 103 104 + 108 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 104 105 + 109 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 106 107 +[END OF CURVES] + +[BOUNDARIES] + 14 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 5 6 7 8 9 10 11 + 12 13 + 2 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 14 15 16 17 18 19 20 21 22 23 + 24 25 26 27 28 29 30 31 32 33 + 3 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 14 15 16 17 18 19 39 40 41 42 + 43 44 45 46 47 48 49 27 28 29 + 30 31 32 33 + 4 - Boundary number + 34 - number of curves on boundary, next line(s) are curvenumbers + 14 15 16 17 18 19 39 40 41 42 + 43 44 45 46 47 48 52 53 54 55 + 56 57 58 59 60 61 62 63 64 65 + 66 67 68 69 + 5 - Boundary number + 32 - 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curves on boundary, next line(s) are curvenumbers + 14 15 16 17 18 19 39 40 41 42 + 43 44 45 70 71 78 79 80 81 82 + 83 84 85 86 93 61 62 94 66 67 + 68 69 + 11 - Boundary number + 31 - number of curves on boundary, next line(s) are curvenumbers + 14 15 16 17 18 19 39 40 41 42 + 43 44 45 70 71 78 79 80 89 95 + 96 85 86 93 61 62 94 66 67 68 + 69 + 12 - Boundary number + 35 - number of curves on boundary, next line(s) are curvenumbers + 34 35 36 37 38 15 16 17 18 19 + 39 40 41 42 43 44 45 70 71 78 + 79 80 89 95 96 85 86 93 61 62 + 94 66 67 68 69 + 13 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 34 35 50 51 44 45 70 71 78 79 + 80 89 95 96 85 86 93 61 62 94 + 66 67 68 69 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 14 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 14 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 14 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 97 98 99 100 101 102 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 103 + 3 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 104 105 106 107 108 + 4 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 109 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 13 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zandondergrond + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + zandtussenlaag + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + weg + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + zandtussenlaag + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei, huidig + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + klei, nieuw + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + weg + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + klei, huidig + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer + 13 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 13 - Boundarynumber at top of layer + 12 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[END OF RUN IDENTIFICATION TITLES] +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 1 : Zone plot on + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[END OF MSEEPNET] +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[END OF UNIT WEIGHT WATER] +[DEGREE OF CONSOLIDATION] + 13 Number of layers + 13 100 + 12 100 100 + 11 100 100 100 + 10 100 100 100 100 + 9 100 100 100 100 100 + 8 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 49.975 74.975 10 X-direction + 11.988 36.988 10 Y-direction + 6.960 1.932 11 Tangent lines + 0.000 0.000 0 no fixed point used +[END OF CIRCLES] +[SPENCER SLIP DATA] + 0 Number of points +[END OF SPENCER SLIP DATA] +[SPENCER SLIP DATA 2] + 0 Number of points +[END OF SPENCER SLIP DATA 2] +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[END OF SPENCER SLIP INTERVAL] +[LINE LOADS] + 0 = number of items +[END OF LINE LOADS] +[UNIFORM LOADS] + 1 = number of items +Verkeersbelasting + 13.30 = magnitude + 52.45 54.95 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[END OF UNIFORM LOADS] +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[END OF EARTH QUAKE] +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 1.50 [m] +[END OF MINIMAL REQUIRED CIRCLE DEPTH] +[SLIP CIRCLE SELECTION] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[END OF SLIP CIRCLE SELECTION] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[END OF START VALUE SAFETY FACTOR] +[REFERENCE LEVEL SU] + 16.000 Excavation gamma above freatic level + 18.000 Excavation gamma below freatic level + 2 number of points + 0.000 -6.700 x y + 90.000 -6.700 x y +[END OF REFERENCE LEVEL SU] + +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[END OF LIFT SLIP DATA] +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 13 - Number of layers + 3 3 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[END OF EXTERNAL WATER LEVELS] +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[END OF MODEL FACTOR] +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 11.60 = Diketable Height [m] + 3.00 = Width top rest profile [m] + 45.00 = X co-ordinate indicating start of zone [m] + 89.99 = Boundary of M.H.W influence at X [m] + 11.98 = Boundary of M.H.W influence at Y [m] + 1.00 = Required safety in zone 1a + 1.00 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[END OF NEWZONE PLOT DATA] +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[END OF REQUESTED CIRCLE SLICES] +[REQUESTED LIFT SLICES] + 50 = number of slices +[END OF REQUESTED LIFT SLICES] +[REQUESTED SPENCER SLICES] + 50 = number of slices +[END OF REQUESTED SPENCER SLICES] +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[End of Input Data] + +[RestProfile] + 7 + 45.00000 11.60000 + 48.00000 11.60000 + 49.20000 11.00000 + 59.94421 8.31395 + 64.17211 6.20000 + 69.24538 4.93168 + 90.00000 -0.25697 +[ZONE RESULTS] +[Column Indication] +X-Centrepoint +Y-Centrepoint 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46.968 0.000573 2.604 + 62.475 46.710 37.739 2.566 3 48.047 0.000000 2.566 + 62.475 46.710 37.739 2.566 3 48.047 0.000000 2.566 + 65.253 21.710 17.767 2.770 3 50.392 0.000573 2.770 + 65.253 21.710 17.767 2.770 3 50.392 0.000573 2.770 + 65.253 21.710 17.264 2.578 3 51.016 0.000573 2.578 + 65.253 21.710 17.264 2.578 3 51.016 0.000573 2.578 + 65.253 21.710 16.761 2.011 3 51.651 0.000573 2.011 + 65.253 21.710 16.761 2.011 3 51.651 0.000573 2.011 + 65.253 21.710 16.259 1.820 3 52.297 0.000573 1.820 + 65.253 21.710 16.259 1.820 3 52.297 0.000573 1.820 + 65.253 21.710 15.756 1.762 3 52.958 0.000573 1.762 + 65.253 21.710 15.756 1.762 3 52.958 0.000573 1.762 + 65.253 21.710 15.253 1.742 3 53.635 0.000573 1.742 + 65.253 21.710 15.253 1.742 3 53.635 0.000573 1.742 + 65.253 21.710 14.750 1.726 3 54.325 0.000573 1.726 + 65.253 21.710 14.750 1.726 3 54.325 0.000573 1.726 + 65.253 21.710 14.247 1.743 3 55.041 0.000000 1.743 + 65.253 21.710 14.247 1.743 3 55.041 0.000000 1.743 + 65.253 24.488 20.545 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47.190 0.000573 2.963 + 68.031 35.599 31.153 2.760 3 47.897 0.000573 2.760 + 68.031 35.599 31.153 2.760 3 47.897 0.000573 2.760 + 68.031 35.599 30.650 2.021 3 48.615 0.000573 2.021 + 68.031 35.599 30.650 2.021 3 48.615 0.000573 2.021 + 68.031 35.599 30.148 1.933 3 49.347 0.000573 1.933 + 68.031 35.599 30.148 1.933 3 49.347 0.000573 1.933 + 68.031 35.599 29.645 1.870 3 50.109 0.000573 1.870 + 68.031 35.599 29.645 1.870 3 50.109 0.000573 1.870 + 68.031 35.599 29.142 1.840 3 51.009 0.000573 1.840 + 68.031 35.599 29.142 1.840 3 51.009 0.000573 1.840 + 68.031 35.599 28.639 1.790 3 51.947 0.000573 1.790 + 68.031 35.599 28.639 1.790 3 51.947 0.000573 1.790 + 68.031 35.599 28.136 1.768 3 52.930 0.000000 1.768 + 68.031 35.599 28.136 1.768 3 52.930 0.000000 1.768 + 68.031 38.377 34.434 3.060 3 46.260 0.000573 3.060 + 68.031 38.377 34.434 3.060 3 46.260 0.000573 3.060 + 68.031 38.377 33.931 2.854 3 46.992 0.000573 2.854 + 68.031 38.377 33.931 2.854 3 46.992 0.000573 2.854 + 68.031 38.377 33.428 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35.703 2.084 3 47.693 0.000573 2.084 + 68.031 41.155 35.200 2.001 3 48.495 0.000573 2.001 + 68.031 41.155 35.200 2.001 3 48.495 0.000573 2.001 + 68.031 41.155 34.697 1.974 3 49.316 0.000573 1.974 + 68.031 41.155 34.697 1.974 3 49.316 0.000573 1.974 + 68.031 41.155 34.195 1.929 3 50.193 0.000573 1.929 + 68.031 41.155 34.195 1.929 3 50.193 0.000573 1.929 + 68.031 41.155 33.692 1.870 3 51.260 0.000000 1.870 + 68.031 41.155 33.692 1.870 3 51.260 0.000000 1.870 + 68.031 41.155 33.189 1.790 3 52.389 0.000000 1.790 + 68.031 41.155 33.189 1.790 3 52.389 0.000000 1.790 + 68.031 43.932 39.989 3.265 1 44.671 0.000000 3.265 + 68.031 43.932 39.989 3.265 1 44.671 0.000000 3.265 + 68.031 43.932 39.486 3.052 3 45.327 0.000573 3.052 + 68.031 43.932 39.486 3.052 3 45.327 0.000573 3.052 + 68.031 43.932 38.984 2.265 3 46.122 0.000573 2.265 + 68.031 43.932 38.984 2.265 3 46.122 0.000573 2.265 + 68.031 43.932 38.481 2.163 3 46.932 0.000573 2.163 + 68.031 43.932 38.481 2.163 3 46.932 0.000573 2.163 + 68.031 43.932 37.978 2.076 3 47.761 0.000573 2.076 + 68.031 43.932 37.978 2.076 3 47.761 0.000573 2.076 + 68.031 43.932 37.475 2.044 3 48.610 0.000573 2.044 + 68.031 43.932 37.475 2.044 3 48.610 0.000573 2.044 + 68.031 43.932 36.972 1.999 3 49.482 0.000573 1.999 + 68.031 43.932 36.972 1.999 3 49.482 0.000573 1.999 + 68.031 43.932 36.470 1.947 3 50.470 0.000000 1.947 + 68.031 43.932 36.470 1.947 3 50.470 0.000000 1.947 + 68.031 43.932 35.967 1.851 3 51.642 0.000000 1.851 + 68.031 43.932 35.967 1.851 3 51.642 0.000000 1.851 + 68.031 46.710 42.767 3.378 1 44.103 0.000000 3.378 + 68.031 46.710 42.767 3.378 1 44.103 0.000000 3.378 + 68.031 46.710 42.264 3.155 1 44.683 0.000000 3.155 + 68.031 46.710 42.264 3.155 1 44.683 0.000000 3.155 + 68.031 46.710 41.761 2.348 3 45.374 0.000573 2.348 + 68.031 46.710 41.761 2.348 3 45.374 0.000573 2.348 + 68.031 46.710 41.259 2.243 3 46.209 0.000573 2.243 + 68.031 46.710 41.259 2.243 3 46.209 0.000573 2.243 + 68.031 46.710 40.756 2.151 3 47.064 0.000573 2.151 + 68.031 46.710 40.756 2.151 3 47.064 0.000573 2.151 + 68.031 46.710 40.253 2.118 3 47.940 0.000573 2.118 + 68.031 46.710 40.253 2.118 3 47.940 0.000573 2.118 + 68.031 46.710 39.750 2.071 3 48.839 0.000573 2.071 + 68.031 46.710 39.750 2.071 3 48.839 0.000573 2.071 + 68.031 46.710 39.247 2.020 3 49.766 0.000573 2.020 + 68.031 46.710 39.247 2.020 3 49.766 0.000573 2.020 + 68.031 46.710 38.745 1.931 3 50.920 0.000000 1.931 + 68.031 46.710 38.745 1.931 3 50.920 0.000000 1.931 + 70.808 21.710 17.767 3.143 3 56.210 0.000573 3.143 + 70.808 21.710 17.767 3.143 3 56.210 0.000573 3.143 + 70.808 21.710 17.264 2.961 3 56.909 0.000573 2.961 + 70.808 21.710 17.264 2.961 3 56.909 0.000573 2.961 + 70.808 21.710 16.761 2.259 3 57.764 0.000573 2.259 + 70.808 21.710 16.761 2.259 3 57.764 0.000573 2.259 + 70.808 21.710 16.259 2.247 3 58.769 0.000000 2.247 + 70.808 21.710 16.259 2.247 3 58.769 0.000000 2.247 + 70.808 21.710 15.756 2.411 3 59.917 0.000000 2.411 + 70.808 21.710 15.756 2.411 3 59.917 0.000000 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0.000573 1.992 + 70.808 27.266 22.317 1.992 3 54.724 0.000573 1.992 + 70.808 27.266 21.814 1.928 3 55.531 0.000573 1.928 + 70.808 27.266 21.814 1.928 3 55.531 0.000573 1.928 + 70.808 27.266 21.311 1.962 3 56.414 0.000000 1.962 + 70.808 27.266 21.311 1.962 3 56.414 0.000000 1.962 + 70.808 27.266 20.809 2.189 3 57.452 0.000000 2.189 + 70.808 27.266 20.809 2.189 3 57.452 0.000000 2.189 + 70.808 30.044 26.100 2.716 3 52.047 0.000573 2.716 + 70.808 30.044 26.100 2.716 3 52.047 0.000573 2.716 + 70.808 30.044 25.598 2.477 3 52.787 0.000573 2.477 + 70.808 30.044 25.598 2.477 3 52.787 0.000573 2.477 + 70.808 30.044 25.095 1.920 3 53.545 0.000573 1.920 + 70.808 30.044 25.095 1.920 3 53.545 0.000573 1.920 + 70.808 30.044 24.592 1.845 3 54.314 0.000573 1.845 + 70.808 30.044 24.592 1.845 3 54.314 0.000573 1.845 + 70.808 30.044 24.089 1.877 3 55.122 0.000000 1.877 + 70.808 30.044 24.089 1.877 3 55.122 0.000000 1.877 + 70.808 30.044 23.586 1.987 3 56.105 0.000000 1.987 + 70.808 30.044 23.586 1.987 3 56.105 0.000000 1.987 + 70.808 32.821 28.878 2.789 3 50.848 0.000573 2.789 + 70.808 32.821 28.878 2.789 3 50.848 0.000573 2.789 + 70.808 32.821 28.375 2.484 3 51.620 0.000573 2.484 + 70.808 32.821 28.375 2.484 3 51.620 0.000573 2.484 + 70.808 32.821 27.873 1.903 3 52.412 0.000573 1.903 + 70.808 32.821 27.873 1.903 3 52.412 0.000573 1.903 + 70.808 32.821 27.370 1.811 3 53.227 0.000573 1.811 + 70.808 32.821 27.370 1.811 3 53.227 0.000573 1.811 + 70.808 32.821 26.867 1.794 3 54.066 0.000573 1.794 + 70.808 32.821 26.867 1.794 3 54.066 0.000573 1.794 + 70.808 32.821 26.364 1.897 3 54.909 0.000000 1.897 + 70.808 32.821 26.364 1.897 3 54.909 0.000000 1.897 + 70.808 35.599 31.656 2.866 3 49.743 0.000573 2.866 + 70.808 35.599 31.656 2.866 3 49.743 0.000573 2.866 + 70.808 35.599 31.153 2.529 3 50.509 0.000573 2.529 + 70.808 35.599 31.153 2.529 3 50.509 0.000573 2.529 + 70.808 35.599 30.650 1.947 3 51.335 0.000573 1.947 + 70.808 35.599 30.650 1.947 3 51.335 0.000573 1.947 + 70.808 35.599 30.148 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37.211 3.006 3 47.905 0.000573 3.006 + 70.808 41.155 36.709 2.646 3 48.654 0.000573 2.646 + 70.808 41.155 36.709 2.646 3 48.654 0.000573 2.646 + 70.808 41.155 36.206 2.060 3 49.416 0.000573 2.060 + 70.808 41.155 36.206 2.060 3 49.416 0.000573 2.060 + 70.808 41.155 35.703 1.915 3 50.228 0.000573 1.915 + 70.808 41.155 35.703 1.915 3 50.228 0.000573 1.915 + 70.808 41.155 35.200 1.840 3 51.177 0.000573 1.840 + 70.808 41.155 35.200 1.840 3 51.177 0.000573 1.840 + 70.808 41.155 34.697 1.807 3 52.163 0.000573 1.807 + 70.808 41.155 34.697 1.807 3 52.163 0.000573 1.807 + 70.808 41.155 34.195 1.820 3 53.193 0.000000 1.820 + 70.808 41.155 34.195 1.820 3 53.193 0.000000 1.820 + 70.808 43.932 39.989 3.087 3 47.057 0.000573 3.087 + 70.808 43.932 39.989 3.087 3 47.057 0.000573 3.087 + 70.808 43.932 39.486 2.719 3 47.829 0.000573 2.719 + 70.808 43.932 39.486 2.719 3 47.829 0.000573 2.719 + 70.808 43.932 38.984 2.124 3 48.616 0.000573 2.124 + 70.808 43.932 38.984 2.124 3 48.616 0.000573 2.124 + 70.808 43.932 38.481 1.972 3 49.418 0.000573 1.972 + 70.808 43.932 38.481 1.972 3 49.418 0.000573 1.972 + 70.808 43.932 37.978 1.895 3 50.285 0.000573 1.895 + 70.808 43.932 37.978 1.895 3 50.285 0.000573 1.895 + 70.808 43.932 37.475 1.852 3 51.306 0.000573 1.852 + 70.808 43.932 37.475 1.852 3 51.306 0.000573 1.852 + 70.808 43.932 36.972 1.827 3 52.374 0.000000 1.827 + 70.808 43.932 36.972 1.827 3 52.374 0.000000 1.827 + 70.808 46.710 42.767 3.172 3 46.250 0.000573 3.172 + 70.808 46.710 42.767 3.172 3 46.250 0.000573 3.172 + 70.808 46.710 42.264 2.796 3 47.044 0.000573 2.796 + 70.808 46.710 42.264 2.796 3 47.044 0.000573 2.796 + 70.808 46.710 41.761 2.193 3 47.854 0.000573 2.193 + 70.808 46.710 41.761 2.193 3 47.854 0.000573 2.193 + 70.808 46.710 41.259 2.032 3 48.680 0.000573 2.032 + 70.808 46.710 41.259 2.032 3 48.680 0.000573 2.032 + 70.808 46.710 40.756 1.952 3 49.525 0.000573 1.952 + 70.808 46.710 40.756 1.952 3 49.525 0.000573 1.952 + 70.808 46.710 40.253 1.908 3 50.478 0.000573 1.908 + 70.808 46.710 40.253 1.908 3 50.478 0.000573 1.908 + 70.808 46.710 39.750 1.864 3 51.582 0.000000 1.864 + 70.808 46.710 39.750 1.864 3 51.582 0.000000 1.864 + 70.808 46.710 39.247 1.865 3 52.745 0.000000 1.865 + 70.808 46.710 39.247 1.865 3 52.745 0.000000 1.865 + 73.586 21.710 17.767 4.264 3 59.961 0.000573 4.264 + 73.586 21.710 17.767 4.264 3 59.961 0.000573 4.264 + 73.586 21.710 17.264 4.044 3 61.001 0.000000 4.044 + 73.586 21.710 17.264 4.044 3 61.001 0.000000 4.044 + 73.586 21.710 16.761 3.233 3 62.194 0.000000 3.233 + 73.586 21.710 16.761 3.233 3 62.194 0.000000 3.233 + 73.586 21.710 16.259 2.805 3 63.670 0.000000 2.805 + 73.586 21.710 16.259 2.805 3 63.670 0.000000 2.805 + 73.586 21.710 15.756 2.661 3 64.914 0.000000 2.661 + 73.586 21.710 15.756 2.661 3 64.914 0.000000 2.661 + 73.586 24.488 20.545 3.827 3 58.016 0.000573 3.827 + 73.586 24.488 20.545 3.827 3 58.016 0.000573 3.827 + 73.586 24.488 20.042 3.670 3 59.079 0.000573 3.670 + 73.586 24.488 20.042 3.670 3 59.079 0.000573 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0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 +[End of Data] +[End of CUCalculates results} +[End of Dump] + +[CALCULATION TIME] +00:00:04 +[END OF CALCULATION TIME] + +[End of Dump File] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series002/Dik(dike)_Loc(333)_Mdl(Bishop)_1996-01-01T00_00_00.sto =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series002/Dik(dike)_Loc(333)_Mdl(Bishop)_1996-01-01T00_00_00.sto (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series002/Dik(dike)_Loc(333)_Mdl(Bishop)_1996-01-01T00_00_00.sto (revision 2226) @@ -0,0 +1,5896 @@ +Program : D-Geo Stability +Version : 18.1.1.3 +Company : Stichting Deltares +Date : 27-03-2019 +Time : 13:46:09 + +Output file : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series002\Dik(dike)_Loc(333)_Mdl(Bishop)_1996-01-01T00_00_00.sto +Input file : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series002\Dik(dike)_Loc(333)_Mdl(Bishop)_1996-01-01T00_00_00.sti +========================== BEGINNING OF DATA ========================== + + + ECHO OF THE INPUT + ================= + + + Problem identification : + : + + Calculation model : Bishop + Default shear strength : C phi + Zone type : New + + LAYER BOUNDARIES + ================ + + Boundary no.| Co-ordinates [m] + ------------|---------------------------------------------------- + | + 11 - X - | 0.00 12.81 12.94 19.43 19.81 22.14 + 11 - Y - | 5.95 5.95 5.98 7.51 7.60 8.15 + | + 11 - X - | 31.35 39.84 43.62 48.09 49.61 52.21 + 11 - Y - | 9.13 9.48 9.63 11.60 11.74 11.83 + | + 11 - X - | 52.80 54.27 55.30 56.77 65.10 66.89 + 11 - Y - | 11.82 11.79 11.77 11.55 8.22 8.13 + | + 11 - X - | 68.01 68.50 70.46 75.72 76.50 85.00 + 11 - Y - | 8.08 8.05 7.96 7.80 7.80 7.80 + | + 10 - X - | 0.00 12.80 12.81 12.94 19.43 19.81 + 10 - Y - | 5.45 5.45 5.95 5.98 7.51 7.60 + | + 10 - X - | 22.14 31.35 39.84 43.62 48.09 49.61 + 10 - Y - | 8.15 9.13 9.48 9.63 11.60 11.74 + | + 10 - X - | 52.21 52.80 54.27 55.30 56.77 65.10 + 10 - Y - | 11.83 11.82 11.79 11.77 11.55 8.22 + | + 10 - X - | 66.89 68.01 68.50 70.46 75.72 76.50 + 10 - Y - | 8.13 8.08 8.05 7.96 7.80 7.80 + | + 10 - X - | 85.00 + 10 - Y - | 7.80 + | + 9 - X - | 0.00 12.79 12.80 12.81 12.94 19.43 + 9 - Y - | 4.45 4.45 5.45 5.95 5.98 7.51 + | + 9 - X - | 19.81 22.14 31.35 39.84 43.62 48.09 + 9 - Y - | 7.60 8.15 9.13 9.48 9.63 11.60 + | + 9 - X - | 49.61 52.21 52.80 54.27 55.30 56.77 + 9 - Y - | 11.74 11.83 11.82 11.79 11.77 11.55 + | + 9 - X - | 65.10 66.89 68.01 68.50 70.46 75.72 + 9 - Y - | 8.22 8.13 8.08 8.05 7.96 7.80 + | + 9 - X - | 76.50 85.00 + 9 - Y - | 7.80 7.80 + | + 8 - X - | 0.00 12.79 12.80 12.81 12.94 19.43 + 8 - Y - | 4.45 4.45 5.45 5.95 5.98 7.51 + | + 8 - X - | 19.81 22.14 31.35 39.84 43.62 48.09 + 8 - Y - | 7.60 8.15 9.13 9.48 9.63 11.60 + | + 8 - X - | 49.61 49.68 52.20 55.21 55.30 56.77 + 8 - Y - | 11.74 11.39 11.49 11.43 11.77 11.55 + | + 8 - X - | 65.10 66.89 68.01 68.50 70.46 75.72 + 8 - Y - | 8.22 8.13 8.08 8.05 7.96 7.80 + | + 8 - X - | 76.50 85.00 + 8 - Y - | 7.80 7.80 + | + 7 - X - | 0.00 12.79 12.80 12.81 12.94 19.43 + 7 - Y - | 4.45 4.45 5.45 5.95 5.98 7.51 + | + 7 - X - | 19.81 22.14 31.35 39.84 43.62 48.09 + 7 - Y - | 7.60 8.15 9.13 9.48 9.63 11.60 + | + 7 - X - | 49.61 49.68 52.20 55.21 55.30 56.77 + 7 - Y - | 11.74 11.39 11.49 11.43 11.77 11.55 + | + 7 - X - | 56.80 63.19 64.81 65.10 65.10 66.89 + 7 - Y - | 11.24 8.59 7.94 7.92 8.22 8.13 + | + 7 - X - | 68.01 68.50 70.46 75.72 76.50 85.00 + 7 - Y - | 8.08 8.05 7.96 7.80 7.80 7.80 + | + 6 - X - | 0.00 12.79 12.80 12.81 12.94 19.43 + 6 - Y - | 4.45 4.45 5.45 5.95 5.98 7.51 + | + 6 - X - | 19.81 22.14 31.35 39.84 43.62 48.09 + 6 - Y - | 7.60 8.15 9.13 9.48 9.63 11.60 + | + 6 - X - | 49.61 49.68 52.20 55.21 55.30 56.77 + 6 - Y - | 11.74 11.39 11.49 11.43 11.77 11.55 + | + 6 - X - | 56.80 58.98 60.02 61.59 63.28 64.81 + 6 - Y - | 11.24 9.95 9.34 8.41 8.05 7.94 + | + 6 - X - | 65.10 65.10 66.89 68.01 68.50 70.46 + 6 - Y - | 7.92 8.22 8.13 8.08 8.05 7.96 + | + 6 - X - | 75.72 76.50 85.00 + 6 - Y - | 7.80 7.80 7.80 + | + 5 - X - | 0.00 12.79 13.03 14.03 18.24 24.20 + 5 - Y - | 4.45 4.45 4.50 4.69 5.27 5.80 + | + 5 - X - | 26.66 31.27 33.59 41.67 46.48 52.51 + 5 - Y - | 5.92 6.14 6.15 7.24 7.40 7.50 + | + 5 - X - | 57.78 62.09 65.10 65.10 65.10 66.89 + 5 - Y - | 7.40 7.04 6.72 7.92 8.22 8.13 + | + 5 - X - | 68.01 68.50 70.46 75.72 76.50 85.00 + 5 - Y - | 8.08 8.05 7.96 7.80 7.80 7.80 + | + 4 - X - | 0.00 12.79 13.03 14.03 18.24 24.20 + 4 - Y - | 4.45 4.45 4.50 4.69 5.27 5.80 + | + 4 - X - | 26.66 31.27 33.59 41.67 46.48 52.51 + 4 - Y - | 5.92 6.14 6.15 7.24 7.40 7.50 + | + 4 - X - | 57.78 62.09 65.10 65.10 67.93 68.01 + 4 - Y - | 7.40 7.04 6.72 7.92 7.77 8.08 + | + 4 - X - | 68.50 70.46 75.72 76.50 85.00 + 4 - Y - | 8.05 7.96 7.80 7.80 7.80 + | + 3 - X - | 0.00 12.79 13.03 14.03 18.24 24.20 + 3 - Y - | 4.45 4.45 4.50 4.69 5.27 5.80 + | + 3 - X - | 26.66 31.27 33.59 41.67 46.48 52.51 + 3 - Y - | 5.92 6.14 6.15 7.24 7.40 7.50 + | + 3 - X - | 57.78 62.09 65.10 68.50 68.50 70.46 + 3 - Y - | 7.40 7.04 6.72 6.57 8.05 7.96 + | + 3 - X - | 75.72 76.50 85.00 + 3 - Y - | 7.80 7.80 7.80 + | + 2 - X - | 0.00 12.79 13.03 14.03 18.24 24.20 + 2 - Y - | 4.45 4.45 4.50 4.69 5.27 5.80 + | + 2 - X - | 26.66 31.27 33.59 41.67 46.48 52.51 + 2 - Y - | 5.92 6.14 6.15 7.24 7.40 7.50 + | + 2 - X - | 57.78 62.09 65.10 68.50 73.48 75.60 + 2 - Y - | 7.40 7.04 6.72 6.57 6.35 6.26 + | + 2 - X - | 85.00 + 2 - Y - | 6.20 + | + 1 - X - | 0.00 13.04 17.91 25.16 29.04 41.99 + 1 - Y - | 3.17 3.25 3.97 5.08 5.32 5.51 + | + 1 - X - | 46.73 52.50 57.76 85.00 + 1 - Y - | 5.64 5.80 5.73 4.38 + | + 0 - X - | 0.00 85.00 + 0 - Y - | -6.70 -6.70 + + + + PL-LINES + ======== + + Pl-line no. | Co-ordinates [m] + ------------|---------------------------------------------------- + | + 1 - X - | 0.00 17.26 48.09 55.30 65.10 75.72 + 1 - Y - | 7.00 7.00 6.65 5.50 8.22 7.80 + | + 1 - X - | 85.00 + 1 - Y - | 7.80 + | + 2 - X - | 0.00 85.00 + 2 - Y - | -6.70 -6.70 + | + 3 - X - | 0.00 1.00 18.00 43.62 67.00 85.00 + 3 - Y - | 6.14 6.14 6.24 6.14 6.20 6.20 + | + 4 - X - | 0.00 85.00 + 4 - Y - | -6.70 -6.70 + + + + + Unit weight of water used for calculation: 9.81 [kN/m3] + The groundwater level is determined by Pl-line number 1 + + + + REFERENCE LEVEL SU + ================== + + + | Co-ordinates [m] +--------- |----------------------------------------------------------- + | + - X - | 0.00 85.00 + - Y - | -6.70 -6.70 + + + Unit weight, dry 16.00 [kN/m3] + Unit weight, wet 18.00 [kN/m3] + + + + FORBIDDEN LINES + =============== + + No forbidden lines were input. + + + + SOIL PROPERTIES + =============== + + Layer no.| Material name + ---------|----------------------------- + 11 | klei, nieuw + 10 | klei, nieuw + 9 | weg + 8 | klei, nieuw + 7 | klei, nieuw + 6 | klei, huidig + 5 | klei, nieuw + 4 | klei, huidig + 3 | klei, huidig + 2 | zandtussenlaag + 1 | wl_zandondergrond + + Layer | Gam usat| Gam sat | Pl-line | Pl-line | + number | [kN/m3] | [kN/m3] | top | bottom | + ---------|---------|---------|---------|---------| + 11 | 16.00 | 18.00 | 1 | 99 | + 10 | 16.00 | 18.00 | 99 | 99 | + 9 | 20.00 | 22.00 | 99 | 99 | + 8 | 16.00 | 18.00 | 1 | 1 | + 7 | 16.00 | 18.00 | 1 | 1 | + 6 | 18.50 | 19.20 | 1 | 1 | + 5 | 16.00 | 18.00 | 99 | 99 | + 4 | 18.50 | 19.20 | 99 | 99 | + 3 | 18.50 | 19.20 | 99 | 99 | + 2 | 18.00 | 20.00 | 1 | 1 | + 1 | 19.00 | 21.00 | 3 | - | + + Layer | Cohesion| Phi |Dilatancy| S | POP | m | + number | [kN/m2] |[degrees]|[degrees]| [ - ] | [kN/m2] | [ - ] | + ---------|---------|---------|---------|---------|---------|---------| + 11 | 2.00 | 19.04 | 19.04 | - | - | - | + 10 | 2.00 | 19.04 | 19.04 | - | - | - | + 9 | 0.00 | 34.96 | 34.96 | - | - | - | + 8 | 2.00 | 19.04 | 19.04 | - | - | - | + 7 | 2.00 | 19.04 | 19.04 | - | - | - | + 6 | 1.28 | 24.08 | 24.08 | - | - | - | + 5 | 2.00 | 19.04 | 19.04 | - | - | - | + 4 | 1.28 | 24.08 | 24.08 | - | - | - | + 3 | 1.28 | 24.08 | 24.08 | - | - | - | + 2 | 0.00 | 25.69 | 25.69 | - | - | - | + 1 | 0.00 | 30.26 | 30.26 | - | - | - | + + Layer | Su top | Su bot. | Su grad.| POP top | POP bot.|Gamma LEM| + number | [kN/m2] | [kN/m2] |[kN/m2/m]| [kN/m2] | [kN/m2] | [-] | + ---------|---------|---------|---------|---------|---------|---------| + 11 | - | - | - | - | - | - | + 10 | - | - | - | - | - | - | + 9 | - | - | - | - | - | - | + 8 | - | - | - | - | - | - | + 7 | - | - | - | - | - | - | + 6 | - | - | - | - | - | - | + 5 | - | - | - | - | - | - | + 4 | - | - | - | - | - | - | + 3 | - | - | - | - | - | - | + 2 | - | - | - | - | - | - | + 1 | - | - | - | - | - | - | + + + + No degree of consolidation <> 100% input. + + + + CENTER POINT GRID AND TANGENT LINES + =================================== + + X co-ordinate grid left : 51.70 [m] + X co-ordinate grid right : 76.69 [m] + Number of grid points in X - direction : 10 + + Y co-ordinate grid bottom : 11.81 [m] + Y co-ordinate grid top : 36.81 [m] + Number of grid points in Y - direction : 10 + + Y co-ordinate tangent smallest circle : 7.80 [m] + Y co-ordinate tangent biggest circle : 3.79 [m] + Number of circles per grid point : 9 + + No fixed points input. + + Total number of center points in the grid: 100 + Total number of slip circles in the grid : 900 + + + + MEASURED YIELD STRESS + ===================== + + No measured yield stress input. + + + LINE LOADS + ========== + + No line loads were input. + + + + UNIFORM LOAD + ============ + + Uniform |Magnitude| X start | X end | Distrib.| Load | + load number | [kN/m] | [m] | [m] | degrees | Type | + ------------|---------|---------|---------|---------|-----------| + 1 | 13.30 | 52.80 | 55.30 | 0.00 | Temporary | + + + + TREE ON SLOPE + ============= + + No tree on slope was input. + + + + DEGREE OF CONSOLIDATION : TEMPORARY LOADS + ========================================= + + Layer number| Degree of consolidation + -------------|------------------------- + 11 | 100 + 10 | 100 + 9 | 100 + 8 | 100 + 7 | 100 + 6 | 100 + 5 | 100 + 4 | 100 + 3 | 100 + 2 | 100 + 1 | 100 + + + + EARTHQUAKE + ========== + + No earth quake factors were input. + + + + ZONE + ==== + + Diketable height [m] = 11.60 + X co-ordinate start of zone [m] = 48.09 + Boundary of design level influence at X [m] = 84.99 + Boundary of design level influence at Y [m] = 11.82 + Required safety in zone 1a = 1.00 + Required safety in zone 1b = 1.00 + Required safety in zone 2a = 1.00 + Required safety in zone 2b = 1.00 + Left side of minimal road [m] = 0.01 + Right side of minimal road [m] = 0.01 + Required safety in zone 3a = 0.90 + Required safety in zone 3b = 0.90 + Stability calculation side = right + Remolding reduction factor = 0.50 + Schematization reduction factor = 0.80 + Overtopping condition <= 0.1 l/m/s + + + +**************** The input has been tested, and is correct. **************** +****************************************************************************** + + + RESULTS OF THE SLOPE STABILITY ANALYSIS + ======================================= + + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 51.70 | 11.81 | 8.02 | - | Circle center in geometry. + ---------|---------|---------|---------| + 51.70 | 11.81 | 7.52 | - | Circle center in geometry. + ---------|---------|---------|---------| + 51.70 | 11.81 | 7.02 | - | Circle center in geometry. + ---------|---------|---------|---------| + 51.70 | 11.81 | 6.52 | - | Circle center in geometry. + ---------|---------|---------|---------| + 51.70 | 11.81 | 6.02 | - | Circle center in geometry. + ---------|---------|---------|---------| + 51.70 | 11.81 | 5.52 | - | Circle center in geometry. + ---------|---------|---------|---------| + 51.70 | 11.81 | 5.01 | - | Circle center in geometry. + ---------|---------|---------|---------| + 51.70 | 11.81 | 4.51 | - | Circle center in geometry. + ---------|---------|---------|---------| + 51.70 | 11.81 | 4.01 | - | Circle center in geometry. + ---------|---------|---------|---------| + 51.70 | 14.59 | 10.80 | - | + ---------|---------|---------|---------| + 51.70 | 14.59 | 10.30 | - | + ---------|---------|---------|---------| + 51.70 | 14.59 | 9.80 | - | + ---------|---------|---------|---------| + 51.70 | 14.59 | 9.30 | - | + ---------|---------|---------|---------| + 51.70 | 14.59 | 8.80 | - | + ---------|---------|---------|---------| + 51.70 | 14.59 | 8.29 | - | + ---------|---------|---------|---------| + 51.70 | 14.59 | 7.79 | - | + ---------|---------|---------|---------| + 51.70 | 14.59 | 7.29 | - | + ---------|---------|---------|---------| + 51.70 | 14.59 | 6.79 | - | + ---------|---------|---------|---------| + 51.70 | 17.37 | 13.58 | 47.75 | + ---------|---------|---------|---------| + 51.70 | 17.37 | 13.08 | 37.63 | + ---------|---------|---------|---------| + 51.70 | 17.37 | 12.58 | - | + ---------|---------|---------|---------| + 51.70 | 17.37 | 12.08 | - | + ---------|---------|---------|---------| + 51.70 | 17.37 | 11.57 | - | + ---------|---------|---------|---------| + 51.70 | 17.37 | 11.07 | - | + ---------|---------|---------|---------| + 51.70 | 17.37 | 10.57 | - | + ---------|---------|---------|---------| + 51.70 | 17.37 | 10.07 | - | + ---------|---------|---------|---------| + 51.70 | 17.37 | 9.57 | - | + ---------|---------|---------|---------| + 51.70 | 20.15 | 16.36 | 103.61 | + ---------|---------|---------|---------| + 51.70 | 20.15 | 15.86 | 64.24 | + ---------|---------|---------|---------| + 51.70 | 20.15 | 15.35 | 45.49 | + ---------|---------|---------|---------| + 51.70 | 20.15 | 14.85 | 33.77 | + ---------|---------|---------|---------| + 51.70 | 20.15 | 14.35 | - | + ---------|---------|---------|---------| + 51.70 | 20.15 | 13.85 | - | + ---------|---------|---------|---------| + 51.70 | 20.15 | 13.35 | - | + ---------|---------|---------|---------| + 51.70 | 20.15 | 12.85 | - | + ---------|---------|---------|---------| + 51.70 | 20.15 | 12.35 | - | + ---------|---------|---------|---------| + 51.70 | 22.92 | 19.14 | >999.99 | + ---------|---------|---------|---------| + 51.70 | 22.92 | 18.63 | 171.31 | + ---------|---------|---------|---------| + 51.70 | 22.92 | 18.13 | 81.92 | + ---------|---------|---------|---------| + 51.70 | 22.92 | 17.63 | 50.66 | + ---------|---------|---------|---------| + 51.70 | 22.92 | 17.13 | 32.92 | + ---------|---------|---------|---------| + 51.70 | 22.92 | 16.63 | - | + ---------|---------|---------|---------| + 51.70 | 22.92 | 16.13 | - | + ---------|---------|---------|---------| + 51.70 | 22.92 | 15.62 | - | + ---------|---------|---------|---------| + 51.70 | 22.92 | 15.12 | - | + ---------|---------|---------|---------| + 51.70 | 25.70 | 21.91 | 116.70 | + ---------|---------|---------|---------| + 51.70 | 25.70 | 21.41 | 400.80 | + ---------|---------|---------|---------| + 51.70 | 25.70 | 20.91 | 257.15 | + ---------|---------|---------|---------| + 51.70 | 25.70 | 20.41 | 90.81 | + ---------|---------|---------|---------| + 51.70 | 25.70 | 19.91 | 46.98 | + ---------|---------|---------|---------| + 51.70 | 25.70 | 19.41 | 33.32 | + ---------|---------|---------|---------| + 51.70 | 25.70 | 18.90 | - | + ---------|---------|---------|---------| + 51.70 | 25.70 | 18.40 | - | + ---------|---------|---------|---------| + 51.70 | 25.70 | 17.90 | - | + ---------|---------|---------|---------| + 51.70 | 28.48 | 24.69 | 65.65 | + ---------|---------|---------|---------| + 51.70 | 28.48 | 24.19 | 105.08 | + ---------|---------|---------|---------| + 51.70 | 28.48 | 23.69 | 318.58 | + ---------|---------|---------|---------| + 51.70 | 28.48 | 23.19 | 269.56 | + ---------|---------|---------|---------| + 51.70 | 28.48 | 22.68 | 75.20 | + ---------|---------|---------|---------| + 51.70 | 28.48 | 22.18 | 44.52 | + ---------|---------|---------|---------| + 51.70 | 28.48 | 21.68 | 32.33 | + ---------|---------|---------|---------| + 51.70 | 28.48 | 21.18 | - | + ---------|---------|---------|---------| + 51.70 | 28.48 | 20.68 | - | + ---------|---------|---------|---------| + 51.70 | 31.26 | 27.47 | 49.78 | + ---------|---------|---------|---------| + 51.70 | 31.26 | 26.97 | 66.02 | + ---------|---------|---------|---------| + 51.70 | 31.26 | 26.47 | 110.21 | + ---------|---------|---------|---------| + 51.70 | 31.26 | 25.96 | 415.39 | + ---------|---------|---------|---------| + 51.70 | 31.26 | 25.46 | 156.08 | + ---------|---------|---------|---------| + 51.70 | 31.26 | 24.96 | 63.36 | + ---------|---------|---------|---------| + 51.70 | 31.26 | 24.46 | 40.56 | + ---------|---------|---------|---------| + 51.70 | 31.26 | 23.96 | 30.13 | + ---------|---------|---------|---------| + 51.70 | 31.26 | 23.46 | - | + ---------|---------|---------|---------| + 51.70 | 34.03 | 30.25 | 42.13 | + ---------|---------|---------|---------| + 51.70 | 34.03 | 29.74 | 51.50 | + ---------|---------|---------|---------| + 51.70 | 34.03 | 29.24 | 71.35 | + ---------|---------|---------|---------| + 51.70 | 34.03 | 28.74 | 132.32 | + ---------|---------|---------|---------| + 51.70 | 34.03 | 28.24 | >999.99 | + ---------|---------|---------|---------| + 51.70 | 34.03 | 27.74 | 100.08 | + ---------|---------|---------|---------| + 51.70 | 34.03 | 27.24 | 52.29 | + ---------|---------|---------|---------| + 51.70 | 34.03 | 26.74 | 35.63 | + ---------|---------|---------|---------| + 51.70 | 34.03 | 26.23 | - | + ---------|---------|---------|---------| + 51.70 | 36.81 | 33.02 | 37.69 | + ---------|---------|---------|---------| + 51.70 | 36.81 | 32.52 | 44.10 | + ---------|---------|---------|---------| + 51.70 | 36.81 | 32.02 | 55.90 | + ---------|---------|---------|---------| + 51.70 | 36.81 | 31.52 | 83.40 | + ---------|---------|---------|---------| + 51.70 | 36.81 | 31.02 | 216.95 | + ---------|---------|---------|---------| + 51.70 | 36.81 | 30.52 | 200.26 | + ---------|---------|---------|---------| + 51.70 | 36.81 | 30.02 | 70.23 | + ---------|---------|---------|---------| + 51.70 | 36.81 | 29.51 | 42.61 | + ---------|---------|---------|---------| + 51.70 | 36.81 | 29.01 | - | + ---------|---------|---------|---------| + 54.47 | 11.81 | 8.02 | 11.12 | + ---------|---------|---------|---------| + 54.47 | 11.81 | 7.52 | 11.01 | + ---------|---------|---------|---------| + 54.47 | 11.81 | 7.02 | 10.96 | + ---------|---------|---------|---------| + 54.47 | 11.81 | 6.52 | 10.93 | + ---------|---------|---------|---------| + 54.47 | 11.81 | 6.02 | 10.81 | + ---------|---------|---------|---------| + 54.47 | 11.81 | 5.52 | 11.12 | + ---------|---------|---------|---------| + 54.47 | 11.81 | 5.01 | 11.31 | + ---------|---------|---------|---------| + 54.47 | 11.81 | 4.51 | 11.82 | + ---------|---------|---------|---------| + 54.47 | 11.81 | 4.01 | 12.27 | + ---------|---------|---------|---------| + 54.47 | 14.59 | 10.80 | 10.12 | + ---------|---------|---------|---------| + 54.47 | 14.59 | 10.30 | 9.73 | + ---------|---------|---------|---------| + 54.47 | 14.59 | 9.80 | 9.35 | + ---------|---------|---------|---------| + 54.47 | 14.59 | 9.30 | 8.92 | + ---------|---------|---------|---------| + 54.47 | 14.59 | 8.80 | 8.07 | + ---------|---------|---------|---------| + 54.47 | 14.59 | 8.29 | 7.83 | + ---------|---------|---------|---------| + 54.47 | 14.59 | 7.79 | 7.64 | + ---------|---------|---------|---------| + 54.47 | 14.59 | 7.29 | 7.52 | + ---------|---------|---------|---------| + 54.47 | 14.59 | 6.79 | 7.50 | + ---------|---------|---------|---------| + 54.47 | 17.37 | 13.58 | 10.45 | + ---------|---------|---------|---------| + 54.47 | 17.37 | 13.08 | 10.03 | + ---------|---------|---------|---------| + 54.47 | 17.37 | 12.58 | 9.59 | + ---------|---------|---------|---------| + 54.47 | 17.37 | 12.08 | 9.09 | + ---------|---------|---------|---------| + 54.47 | 17.37 | 11.57 | 8.13 | + ---------|---------|---------|---------| + 54.47 | 17.37 | 11.07 | 7.81 | + ---------|---------|---------|---------| + 54.47 | 17.37 | 10.57 | 7.51 | + ---------|---------|---------|---------| + 54.47 | 17.37 | 10.07 | 7.22 | + ---------|---------|---------|---------| + 54.47 | 17.37 | 9.57 | 6.95 | + ---------|---------|---------|---------| + 54.47 | 20.15 | 16.36 | 10.79 | + ---------|---------|---------|---------| + 54.47 | 20.15 | 15.86 | 10.55 | + ---------|---------|---------|---------| + 54.47 | 20.15 | 15.35 | 10.21 | + ---------|---------|---------|---------| + 54.47 | 20.15 | 14.85 | 9.68 | + ---------|---------|---------|---------| + 54.47 | 20.15 | 14.35 | 8.65 | + ---------|---------|---------|---------| + 54.47 | 20.15 | 13.85 | 8.28 | + ---------|---------|---------|---------| + 54.47 | 20.15 | 13.35 | 7.95 | + ---------|---------|---------|---------| + 54.47 | 20.15 | 12.85 | 7.61 | + ---------|---------|---------|---------| + 54.47 | 20.15 | 12.35 | 7.27 | + ---------|---------|---------|---------| + 54.47 | 22.92 | 19.14 | 11.14 | + ---------|---------|---------|---------| + 54.47 | 22.92 | 18.63 | 10.92 | + ---------|---------|---------|---------| + 54.47 | 22.92 | 18.13 | 10.68 | + ---------|---------|---------|---------| + 54.47 | 22.92 | 17.63 | 10.34 | + ---------|---------|---------|---------| + 54.47 | 22.92 | 17.13 | 9.31 | + ---------|---------|---------|---------| + 54.47 | 22.92 | 16.63 | 8.92 | + ---------|---------|---------|---------| + 54.47 | 22.92 | 16.13 | 8.55 | + ---------|---------|---------|---------| + 54.47 | 22.92 | 15.62 | 8.19 | + ---------|---------|---------|---------| + 54.47 | 22.92 | 15.12 | 7.82 | + ---------|---------|---------|---------| + 54.47 | 25.70 | 21.91 | 11.50 | + ---------|---------|---------|---------| + 54.47 | 25.70 | 21.41 | 11.29 | + ---------|---------|---------|---------| + 54.47 | 25.70 | 20.91 | 11.06 | + ---------|---------|---------|---------| + 54.47 | 25.70 | 20.41 | 10.80 | + ---------|---------|---------|---------| + 54.47 | 25.70 | 19.91 | 9.92 | + ---------|---------|---------|---------| + 54.47 | 25.70 | 19.41 | 9.62 | + ---------|---------|---------|---------| + 54.47 | 25.70 | 18.90 | 9.23 | + ---------|---------|---------|---------| + 54.47 | 25.70 | 18.40 | 8.84 | + ---------|---------|---------|---------| + 54.47 | 25.70 | 17.90 | 8.44 | + 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---------|---------|---------|---------| + 54.47 | 31.26 | 25.46 | 10.70 | + ---------|---------|---------|---------| + 54.47 | 31.26 | 24.96 | 10.78 | + ---------|---------|---------|---------| + 54.47 | 31.26 | 24.46 | 10.62 | + ---------|---------|---------|---------| + 54.47 | 31.26 | 23.96 | 10.22 | + ---------|---------|---------|---------| + 54.47 | 31.26 | 23.46 | 9.77 | + ---------|---------|---------|---------| + 54.47 | 34.03 | 30.25 | 12.61 | + ---------|---------|---------|---------| + 54.47 | 34.03 | 29.74 | 12.40 | + ---------|---------|---------|---------| + 54.47 | 34.03 | 29.24 | 12.17 | + ---------|---------|---------|---------| + 54.47 | 34.03 | 28.74 | 11.88 | + ---------|---------|---------|---------| + 54.47 | 34.03 | 28.24 | 11.01 | + ---------|---------|---------|---------| + 54.47 | 34.03 | 27.74 | 11.19 | + ---------|---------|---------|---------| + 54.47 | 34.03 | 27.24 | 11.21 | + ---------|---------|---------|---------| + 54.47 | 34.03 | 26.74 | 10.93 | + ---------|---------|---------|---------| + 54.47 | 34.03 | 26.23 | 10.46 | + ---------|---------|---------|---------| + 54.47 | 36.81 | 33.02 | 12.95 | + ---------|---------|---------|---------| + 54.47 | 36.81 | 32.52 | 12.75 | + ---------|---------|---------|---------| + 54.47 | 36.81 | 32.02 | 12.52 | + ---------|---------|---------|---------| + 54.47 | 36.81 | 31.52 | 12.22 | + ---------|---------|---------|---------| + 54.47 | 36.81 | 31.02 | 11.32 | + ---------|---------|---------|---------| + 54.47 | 36.81 | 30.52 | 11.54 | + ---------|---------|---------|---------| + 54.47 | 36.81 | 30.02 | 11.70 | + ---------|---------|---------|---------| + 54.47 | 36.81 | 29.51 | 11.60 | + ---------|---------|---------|---------| + 54.47 | 36.81 | 29.01 | 11.15 | + ---------|---------|---------|---------| + 57.25 | 11.81 | 8.02 | 4.99 | + ---------|---------|---------|---------| + 57.25 | 11.81 | 7.52 | 4.87 | + ---------|---------|---------|---------| + 57.25 | 11.81 | 7.02 | 4.67 | + 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---------|---------|---------|---------| + 57.25 | 22.92 | 16.63 | 3.74 | + ---------|---------|---------|---------| + 57.25 | 22.92 | 16.13 | 3.61 | + ---------|---------|---------|---------| + 57.25 | 22.92 | 15.62 | 3.44 | + ---------|---------|---------|---------| + 57.25 | 22.92 | 15.12 | 3.29 | + ---------|---------|---------|---------| + 57.25 | 25.70 | 21.91 | 6.03 | + ---------|---------|---------|---------| + 57.25 | 25.70 | 21.41 | 5.64 | + ---------|---------|---------|---------| + 57.25 | 25.70 | 20.91 | 5.23 | + ---------|---------|---------|---------| + 57.25 | 25.70 | 20.41 | 4.82 | + ---------|---------|---------|---------| + 57.25 | 25.70 | 19.91 | 4.17 | + ---------|---------|---------|---------| + 57.25 | 25.70 | 19.41 | 4.01 | + ---------|---------|---------|---------| + 57.25 | 25.70 | 18.90 | 3.88 | + ---------|---------|---------|---------| + 57.25 | 25.70 | 18.40 | 3.69 | + ---------|---------|---------|---------| + 57.25 | 25.70 | 17.90 | 3.54 | + 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---------|---------|---------|---------| + 57.25 | 31.26 | 25.46 | 4.87 | + ---------|---------|---------|---------| + 57.25 | 31.26 | 24.96 | 4.64 | + ---------|---------|---------|---------| + 57.25 | 31.26 | 24.46 | 4.46 | + ---------|---------|---------|---------| + 57.25 | 31.26 | 23.96 | 4.26 | + ---------|---------|---------|---------| + 57.25 | 31.26 | 23.46 | 4.08 | + ---------|---------|---------|---------| + 57.25 | 34.03 | 30.25 | 7.43 | + ---------|---------|---------|---------| + 57.25 | 34.03 | 29.74 | 7.02 | + ---------|---------|---------|---------| + 57.25 | 34.03 | 29.24 | 6.58 | + ---------|---------|---------|---------| + 57.25 | 34.03 | 28.74 | 6.09 | + ---------|---------|---------|---------| + 57.25 | 34.03 | 28.24 | 5.24 | + ---------|---------|---------|---------| + 57.25 | 34.03 | 27.74 | 4.97 | + ---------|---------|---------|---------| + 57.25 | 34.03 | 27.24 | 4.76 | + ---------|---------|---------|---------| + 57.25 | 34.03 | 26.74 | 4.55 | + ---------|---------|---------|---------| + 57.25 | 34.03 | 26.23 | 4.37 | + ---------|---------|---------|---------| + 57.25 | 36.81 | 33.02 | 7.84 | + ---------|---------|---------|---------| + 57.25 | 36.81 | 32.52 | 7.44 | + ---------|---------|---------|---------| + 57.25 | 36.81 | 32.02 | 6.98 | + ---------|---------|---------|---------| + 57.25 | 36.81 | 31.52 | 6.48 | + ---------|---------|---------|---------| + 57.25 | 36.81 | 31.02 | 5.59 | + ---------|---------|---------|---------| + 57.25 | 36.81 | 30.52 | 5.32 | + ---------|---------|---------|---------| + 57.25 | 36.81 | 30.02 | 5.07 | + ---------|---------|---------|---------| + 57.25 | 36.81 | 29.51 | 4.85 | + ---------|---------|---------|---------| + 57.25 | 36.81 | 29.01 | 4.65 | + ---------|---------|---------|---------| + 60.03 | 11.81 | 8.02 | - | Circle center point too low. + ---------|---------|---------|---------| + 60.03 | 11.81 | 7.52 | - | Circle center point too low. + 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---------|---------|---------|---------| + 60.03 | 28.48 | 24.69 | 4.51 | + ---------|---------|---------|---------| + 60.03 | 28.48 | 24.19 | 4.18 | + ---------|---------|---------|---------| + 60.03 | 28.48 | 23.69 | 3.83 | + ---------|---------|---------|---------| + 60.03 | 28.48 | 23.19 | 3.44 | + ---------|---------|---------|---------| + 60.03 | 28.48 | 22.68 | 2.92 | + ---------|---------|---------|---------| + 60.03 | 28.48 | 22.18 | 2.78 | + ---------|---------|---------|---------| + 60.03 | 28.48 | 21.68 | 2.65 | + ---------|---------|---------|---------| + 60.03 | 28.48 | 21.18 | 2.53 | + ---------|---------|---------|---------| + 60.03 | 28.48 | 20.68 | 2.46 | + ---------|---------|---------|---------| + 60.03 | 31.26 | 27.47 | 4.89 | + ---------|---------|---------|---------| + 60.03 | 31.26 | 26.97 | 4.53 | + ---------|---------|---------|---------| + 60.03 | 31.26 | 26.47 | 4.16 | + ---------|---------|---------|---------| + 60.03 | 31.26 | 25.96 | 3.72 | + 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---------|---------|---------|---------| + 62.81 | 22.92 | 16.13 | 1.76 | + ---------|---------|---------|---------| + 62.81 | 22.92 | 15.62 | 1.66 | + ---------|---------|---------|---------| + 62.81 | 22.92 | 15.12 | 1.57 | + ---------|---------|---------|---------| + 62.81 | 25.70 | 21.91 | 3.34 | + ---------|---------|---------|---------| + 62.81 | 25.70 | 21.41 | 3.10 | + ---------|---------|---------|---------| + 62.81 | 25.70 | 20.91 | 2.84 | + ---------|---------|---------|---------| + 62.81 | 25.70 | 20.41 | 2.51 | + ---------|---------|---------|---------| + 62.81 | 25.70 | 19.91 | 2.11 | + ---------|---------|---------|---------| + 62.81 | 25.70 | 19.41 | 2.00 | + ---------|---------|---------|---------| + 62.81 | 25.70 | 18.90 | 1.89 | + ---------|---------|---------|---------| + 62.81 | 25.70 | 18.40 | 1.80 | + ---------|---------|---------|---------| + 62.81 | 25.70 | 17.90 | 1.71 | + ---------|---------|---------|---------| + 62.81 | 28.48 | 24.69 | 3.58 | + ---------|---------|---------|---------| + 62.81 | 28.48 | 24.19 | 3.32 | + ---------|---------|---------|---------| + 62.81 | 28.48 | 23.69 | 3.03 | + ---------|---------|---------|---------| + 62.81 | 28.48 | 23.19 | 2.68 | + ---------|---------|---------|---------| + 62.81 | 28.48 | 22.68 | 2.25 | + ---------|---------|---------|---------| + 62.81 | 28.48 | 22.18 | 2.13 | + ---------|---------|---------|---------| + 62.81 | 28.48 | 21.68 | 2.03 | + ---------|---------|---------|---------| + 62.81 | 28.48 | 21.18 | 1.93 | + ---------|---------|---------|---------| + 62.81 | 28.48 | 20.68 | 1.85 | + ---------|---------|---------|---------| + 62.81 | 31.26 | 27.47 | 3.85 | + ---------|---------|---------|---------| + 62.81 | 31.26 | 26.97 | 3.55 | + ---------|---------|---------|---------| + 62.81 | 31.26 | 26.47 | 3.24 | + ---------|---------|---------|---------| + 62.81 | 31.26 | 25.96 | 2.86 | + ---------|---------|---------|---------| + 62.81 | 31.26 | 25.46 | 2.40 | + ---------|---------|---------|---------| + 62.81 | 31.26 | 24.96 | 2.27 | + ---------|---------|---------|---------| + 62.81 | 31.26 | 24.46 | 2.16 | + ---------|---------|---------|---------| + 62.81 | 31.26 | 23.96 | 2.05 | + ---------|---------|---------|---------| + 62.81 | 31.26 | 23.46 | 1.98 | + ---------|---------|---------|---------| + 62.81 | 34.03 | 30.25 | 4.13 | + ---------|---------|---------|---------| + 62.81 | 34.03 | 29.74 | 3.81 | + ---------|---------|---------|---------| + 62.81 | 34.03 | 29.24 | 3.47 | + ---------|---------|---------|---------| + 62.81 | 34.03 | 28.74 | 3.06 | + ---------|---------|---------|---------| + 62.81 | 34.03 | 28.24 | 2.56 | + ---------|---------|---------|---------| + 62.81 | 34.03 | 27.74 | 2.41 | + ---------|---------|---------|---------| + 62.81 | 34.03 | 27.24 | 2.29 | + ---------|---------|---------|---------| + 62.81 | 34.03 | 26.74 | 2.18 | + ---------|---------|---------|---------| + 62.81 | 34.03 | 26.23 | 2.10 | + ---------|---------|---------|---------| + 62.81 | 36.81 | 33.02 | 4.42 | + ---------|---------|---------|---------| + 62.81 | 36.81 | 32.52 | 4.08 | + ---------|---------|---------|---------| + 62.81 | 36.81 | 32.02 | 3.70 | + ---------|---------|---------|---------| + 62.81 | 36.81 | 31.52 | 3.26 | + ---------|---------|---------|---------| + 62.81 | 36.81 | 31.02 | 2.73 | + ---------|---------|---------|---------| + 62.81 | 36.81 | 30.52 | 2.57 | + ---------|---------|---------|---------| + 62.81 | 36.81 | 30.02 | 2.43 | + ---------|---------|---------|---------| + 62.81 | 36.81 | 29.51 | 2.31 | + ---------|---------|---------|---------| + 62.81 | 36.81 | 29.01 | 2.23 | + ---------|---------|---------|---------| + 65.58 | 11.81 | 8.02 | 4.13 | + ---------|---------|---------|---------| + 65.58 | 11.81 | 7.52 | 3.94 | + ---------|---------|---------|---------| + 65.58 | 11.81 | 7.02 | 3.65 | + ---------|---------|---------|---------| + 65.58 | 11.81 | 6.52 | 2.98 | + ---------|---------|---------|---------| + 65.58 | 11.81 | 6.02 | 2.51 | + ---------|---------|---------|---------| + 65.58 | 11.81 | 5.52 | 2.42 | + ---------|---------|---------|---------| + 65.58 | 11.81 | 5.01 | 2.41 | + ---------|---------|---------|---------| + 65.58 | 11.81 | 4.51 | - | + ---------|---------|---------|---------| + 65.58 | 11.81 | 4.01 | - | + ---------|---------|---------|---------| + 65.58 | 14.59 | 10.80 | 3.27 | + ---------|---------|---------|---------| + 65.58 | 14.59 | 10.30 | 3.11 | + ---------|---------|---------|---------| + 65.58 | 14.59 | 9.80 | 2.88 | + ---------|---------|---------|---------| + 65.58 | 14.59 | 9.30 | 2.39 | + ---------|---------|---------|---------| + 65.58 | 14.59 | 8.80 | 2.04 | + ---------|---------|---------|---------| + 65.58 | 14.59 | 8.29 | 1.98 | + ---------|---------|---------|---------| + 65.58 | 14.59 | 7.79 | 1.99 | + ---------|---------|---------|---------| + 65.58 | 14.59 | 7.29 | - | + ---------|---------|---------|---------| + 65.58 | 14.59 | 6.79 | - | + ---------|---------|---------|---------| + 65.58 | 17.37 | 13.58 | 2.86 | + ---------|---------|---------|---------| + 65.58 | 17.37 | 13.08 | 2.70 | + ---------|---------|---------|---------| + 65.58 | 17.37 | 12.58 | 2.51 | + ---------|---------|---------|---------| + 65.58 | 17.37 | 12.08 | 2.13 | + ---------|---------|---------|---------| + 65.58 | 17.37 | 11.57 | 1.84 | + ---------|---------|---------|---------| + 65.58 | 17.37 | 11.07 | 1.77 | + ---------|---------|---------|---------| + 65.58 | 17.37 | 10.57 | 1.77 | + ---------|---------|---------|---------| + 65.58 | 17.37 | 10.07 | 1.77 | + ---------|---------|---------|---------| + 65.58 | 17.37 | 9.57 | - | + ---------|---------|---------|---------| + 65.58 | 20.15 | 16.36 | 2.84 | + ---------|---------|---------|---------| + 65.58 | 20.15 | 15.86 | 2.64 | + ---------|---------|---------|---------| + 65.58 | 20.15 | 15.35 | 2.39 | + ---------|---------|---------|---------| + 65.58 | 20.15 | 14.85 | 2.01 | + ---------|---------|---------|---------| + 65.58 | 20.15 | 14.35 | 1.73 | + ---------|---------|---------|---------| + 65.58 | 20.15 | 13.85 | 1.67 | + ---------|---------|---------|---------| + 65.58 | 20.15 | 13.35 | 1.67 | + ---------|---------|---------|---------| + 65.58 | 20.15 | 12.85 | 1.63 | + ---------|---------|---------|---------| + 65.58 | 20.15 | 12.35 | - | + ---------|---------|---------|---------| + 65.58 | 22.92 | 19.14 | 2.93 | + ---------|---------|---------|---------| + 65.58 | 22.92 | 18.63 | 2.72 | + ---------|---------|---------|---------| + 65.58 | 22.92 | 18.13 | 2.47 | + ---------|---------|---------|---------| + 65.58 | 22.92 | 17.63 | 2.05 | + ---------|---------|---------|---------| + 65.58 | 22.92 | 17.13 | 1.73 | + ---------|---------|---------|---------| + 65.58 | 22.92 | 16.63 | 1.64 | + ---------|---------|---------|---------| + 65.58 | 22.92 | 16.13 | 1.60 | + ---------|---------|---------|---------| + 65.58 | 22.92 | 15.62 | 1.57 | + ---------|---------|---------|---------| + 65.58 | 22.92 | 15.12 | - | + ---------|---------|---------|---------| + 65.58 | 25.70 | 21.91 | 3.05 | + ---------|---------|---------|---------| + 65.58 | 25.70 | 21.41 | 2.83 | + ---------|---------|---------|---------| + 65.58 | 25.70 | 20.91 | 2.58 | + ---------|---------|---------|---------| + 65.58 | 25.70 | 20.41 | 2.16 | + ---------|---------|---------|---------| + 65.58 | 25.70 | 19.91 | 1.83 | + ---------|---------|---------|---------| + 65.58 | 25.70 | 19.41 | 1.71 | + ---------|---------|---------|---------| + 65.58 | 25.70 | 18.90 | 1.62 | + ---------|---------|---------|---------| + 65.58 | 25.70 | 18.40 | 1.56 | + ---------|---------|---------|---------| + 65.58 | 25.70 | 17.90 | 1.53 | + ---------|---------|---------|---------| + 65.58 | 28.48 | 24.69 | 3.19 | + ---------|---------|---------|---------| + 65.58 | 28.48 | 24.19 | 2.96 | + ---------|---------|---------|---------| + 65.58 | 28.48 | 23.69 | 2.70 | + ---------|---------|---------|---------| + 65.58 | 28.48 | 23.19 | 2.27 | + ---------|---------|---------|---------| + 65.58 | 28.48 | 22.68 | 1.94 | + ---------|---------|---------|---------| + 65.58 | 28.48 | 22.18 | 1.82 | + ---------|---------|---------|---------| + 65.58 | 28.48 | 21.68 | 1.72 | + ---------|---------|---------|---------| + 65.58 | 28.48 | 21.18 | 1.61 | + ---------|---------|---------|---------| + 65.58 | 28.48 | 20.68 | 1.55 | + ---------|---------|---------|---------| + 65.58 | 31.26 | 27.47 | 3.36 | + ---------|---------|---------|---------| + 65.58 | 31.26 | 26.97 | 3.11 | + ---------|---------|---------|---------| + 65.58 | 31.26 | 26.47 | 2.83 | + ---------|---------|---------|---------| + 65.58 | 31.26 | 25.96 | 2.40 | + ---------|---------|---------|---------| + 65.58 | 31.26 | 25.46 | 2.05 | + ---------|---------|---------|---------| + 65.58 | 31.26 | 24.96 | 1.92 | + ---------|---------|---------|---------| + 65.58 | 31.26 | 24.46 | 1.82 | + ---------|---------|---------|---------| + 65.58 | 31.26 | 23.96 | 1.71 | + ---------|---------|---------|---------| + 65.58 | 31.26 | 23.46 | 1.61 | + ---------|---------|---------|---------| + 65.58 | 34.03 | 30.25 | 3.56 | + ---------|---------|---------|---------| + 65.58 | 34.03 | 29.74 | 3.28 | + ---------|---------|---------|---------| + 65.58 | 34.03 | 29.24 | 2.98 | + ---------|---------|---------|---------| + 65.58 | 34.03 | 28.74 | 2.52 | + ---------|---------|---------|---------| + 65.58 | 34.03 | 28.24 | 2.16 | + ---------|---------|---------|---------| + 65.58 | 34.03 | 27.74 | 2.03 | + ---------|---------|---------|---------| + 65.58 | 34.03 | 27.24 | 1.92 | + ---------|---------|---------|---------| + 65.58 | 34.03 | 26.74 | 1.82 | + ---------|---------|---------|---------| + 65.58 | 34.03 | 26.23 | 1.71 | + ---------|---------|---------|---------| + 65.58 | 36.81 | 33.02 | 3.77 | + ---------|---------|---------|---------| + 65.58 | 36.81 | 32.52 | 3.47 | + ---------|---------|---------|---------| + 65.58 | 36.81 | 32.02 | 3.15 | + ---------|---------|---------|---------| + 65.58 | 36.81 | 31.52 | 2.66 | + ---------|---------|---------|---------| + 65.58 | 36.81 | 31.02 | 2.27 | + ---------|---------|---------|---------| + 65.58 | 36.81 | 30.52 | 2.14 | + ---------|---------|---------|---------| + 65.58 | 36.81 | 30.02 | 2.03 | + ---------|---------|---------|---------| + 65.58 | 36.81 | 29.51 | 1.92 | + ---------|---------|---------|---------| + 65.58 | 36.81 | 29.01 | 1.82 | + ---------|---------|---------|---------| + 68.36 | 11.81 | 8.02 | 6.84 | + ---------|---------|---------|---------| + 68.36 | 11.81 | 7.52 | 6.90 | + ---------|---------|---------|---------| + 68.36 | 11.81 | 7.02 | 6.73 | + ---------|---------|---------|---------| + 68.36 | 11.81 | 6.52 | 5.04 | + ---------|---------|---------|---------| + 68.36 | 11.81 | 6.02 | 5.55 | + ---------|---------|---------|---------| + 68.36 | 11.81 | 5.52 | 6.63 | + ---------|---------|---------|---------| + 68.36 | 11.81 | 5.01 | - | + ---------|---------|---------|---------| + 68.36 | 11.81 | 4.51 | - | + ---------|---------|---------|---------| + 68.36 | 11.81 | 4.01 | - | + ---------|---------|---------|---------| + 68.36 | 14.59 | 10.80 | 4.75 | + ---------|---------|---------|---------| + 68.36 | 14.59 | 10.30 | 4.69 | + ---------|---------|---------|---------| + 68.36 | 14.59 | 9.80 | 4.49 | + ---------|---------|---------|---------| + 68.36 | 14.59 | 9.30 | 3.34 | + ---------|---------|---------|---------| + 68.36 | 14.59 | 8.80 | 3.47 | + ---------|---------|---------|---------| + 68.36 | 14.59 | 8.29 | 3.84 | + ---------|---------|---------|---------| + 68.36 | 14.59 | 7.79 | - | + ---------|---------|---------|---------| + 68.36 | 14.59 | 7.29 | - | + ---------|---------|---------|---------| + 68.36 | 14.59 | 6.79 | - | + ---------|---------|---------|---------| + 68.36 | 17.37 | 13.58 | 3.82 | + ---------|---------|---------|---------| + 68.36 | 17.37 | 13.08 | 3.71 | + ---------|---------|---------|---------| + 68.36 | 17.37 | 12.58 | 3.51 | + ---------|---------|---------|---------| + 68.36 | 17.37 | 12.08 | 2.64 | + ---------|---------|---------|---------| + 68.36 | 17.37 | 11.57 | 2.70 | + ---------|---------|---------|---------| + 68.36 | 17.37 | 11.07 | 2.84 | + ---------|---------|---------|---------| + 68.36 | 17.37 | 10.57 | - | + ---------|---------|---------|---------| + 68.36 | 17.37 | 10.07 | - | + ---------|---------|---------|---------| + 68.36 | 17.37 | 9.57 | - | + ---------|---------|---------|---------| + 68.36 | 20.15 | 16.36 | 3.30 | + ---------|---------|---------|---------| + 68.36 | 20.15 | 15.86 | 3.20 | + ---------|---------|---------|---------| + 68.36 | 20.15 | 15.35 | 3.01 | + ---------|---------|---------|---------| + 68.36 | 20.15 | 14.85 | 2.26 | + ---------|---------|---------|---------| + 68.36 | 20.15 | 14.35 | 2.27 | + ---------|---------|---------|---------| + 68.36 | 20.15 | 13.85 | 2.36 | + ---------|---------|---------|---------| + 68.36 | 20.15 | 13.35 | - | + ---------|---------|---------|---------| + 68.36 | 20.15 | 12.85 | - | + ---------|---------|---------|---------| + 68.36 | 20.15 | 12.35 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=62.66 till 64.94 taken. + ---------|---------|---------|---------| + 68.36 | 22.92 | 19.14 | 3.07 | + ---------|---------|---------|---------| + 68.36 | 22.92 | 18.63 | 2.91 | + ---------|---------|---------|---------| + 68.36 | 22.92 | 18.13 | 2.70 | + ---------|---------|---------|---------| + 68.36 | 22.92 | 17.63 | 2.06 | + ---------|---------|---------|---------| + 68.36 | 22.92 | 17.13 | 2.05 | + ---------|---------|---------|---------| + 68.36 | 22.92 | 16.63 | 2.05 | + ---------|---------|---------|---------| + 68.36 | 22.92 | 16.13 | - | + ---------|---------|---------|---------| + 68.36 | 22.92 | 15.62 | - | + ---------|---------|---------|---------| + 68.36 | 22.92 | 15.12 | - | + ---------|---------|---------|---------| + 68.36 | 25.70 | 21.91 | 3.10 | + ---------|---------|---------|---------| + 68.36 | 25.70 | 21.41 | 2.87 | + ---------|---------|---------|---------| + 68.36 | 25.70 | 20.91 | 2.58 | + ---------|---------|---------|---------| + 68.36 | 25.70 | 20.41 | 1.96 | + ---------|---------|---------|---------| + 68.36 | 25.70 | 19.91 | 1.90 | + ---------|---------|---------|---------| + 68.36 | 25.70 | 19.41 | 1.89 | + ---------|---------|---------|---------| + 68.36 | 25.70 | 18.90 | 1.98 | + ---------|---------|---------|---------| + 68.36 | 25.70 | 18.40 | - | + ---------|---------|---------|---------| + 68.36 | 25.70 | 17.90 | - | + ---------|---------|---------|---------| + 68.36 | 28.48 | 24.69 | 3.17 | + ---------|---------|---------|---------| + 68.36 | 28.48 | 24.19 | 2.94 | + ---------|---------|---------|---------| + 68.36 | 28.48 | 23.69 | 2.64 | + ---------|---------|---------|---------| + 68.36 | 28.48 | 23.19 | 1.97 | + ---------|---------|---------|---------| + 68.36 | 28.48 | 22.68 | 1.86 | + ---------|---------|---------|---------| + 68.36 | 28.48 | 22.18 | 1.80 | + ---------|---------|---------|---------| + 68.36 | 28.48 | 21.68 | 1.83 | + ---------|---------|---------|---------| + 68.36 | 28.48 | 21.18 | - | + ---------|---------|---------|---------| + 68.36 | 28.48 | 20.68 | - | + ---------|---------|---------|---------| + 68.36 | 31.26 | 27.47 | 3.26 | + ---------|---------|---------|---------| + 68.36 | 31.26 | 26.97 | 3.02 | + ---------|---------|---------|---------| + 68.36 | 31.26 | 26.47 | 2.72 | + ---------|---------|---------|---------| + 68.36 | 31.26 | 25.96 | 2.05 | + ---------|---------|---------|---------| + 68.36 | 31.26 | 25.46 | 1.91 | + ---------|---------|---------|---------| + 68.36 | 31.26 | 24.96 | 1.80 | + ---------|---------|---------|---------| + 68.36 | 31.26 | 24.46 | 1.78 | + ---------|---------|---------|---------| + 68.36 | 31.26 | 23.96 | - | + ---------|---------|---------|---------| + 68.36 | 31.26 | 23.46 | - | + ---------|---------|---------|---------| + 68.36 | 34.03 | 30.25 | 3.37 | + ---------|---------|---------|---------| + 68.36 | 34.03 | 29.74 | 3.12 | + ---------|---------|---------|---------| + 68.36 | 34.03 | 29.24 | 2.81 | + ---------|---------|---------|---------| + 68.36 | 34.03 | 28.74 | 2.13 | + ---------|---------|---------|---------| + 68.36 | 34.03 | 28.24 | 1.99 | + ---------|---------|---------|---------| + 68.36 | 34.03 | 27.74 | 1.86 | + ---------|---------|---------|---------| + 68.36 | 34.03 | 27.24 | 1.79 | + ---------|---------|---------|---------| + 68.36 | 34.03 | 26.74 | 1.73 | + ---------|---------|---------|---------| + 68.36 | 34.03 | 26.23 | - | + ---------|---------|---------|---------| + 68.36 | 36.81 | 33.02 | 3.50 | + ---------|---------|---------|---------| + 68.36 | 36.81 | 32.52 | 3.24 | + ---------|---------|---------|---------| + 68.36 | 36.81 | 32.02 | 2.91 | + ---------|---------|---------|---------| + 68.36 | 36.81 | 31.52 | 2.22 | + ---------|---------|---------|---------| + 68.36 | 36.81 | 31.02 | 2.07 | + ---------|---------|---------|---------| + 68.36 | 36.81 | 30.52 | 1.94 | + ---------|---------|---------|---------| + 68.36 | 36.81 | 30.02 | 1.85 | + ---------|---------|---------|---------| + 68.36 | 36.81 | 29.51 | 1.74 | + ---------|---------|---------|---------| + 68.36 | 36.81 | 29.01 | - | + ---------|---------|---------|---------| + 71.14 | 11.81 | 8.02 | 15.19 | + ---------|---------|---------|---------| + 71.14 | 11.81 | 7.52 | 15.61 | + ---------|---------|---------|---------| + 71.14 | 11.81 | 7.02 | 14.09 | + ---------|---------|---------|---------| + 71.14 | 11.81 | 6.52 | 9.70 | + ---------|---------|---------|---------| + 71.14 | 11.81 | 6.02 | 9.39 | + ---------|---------|---------|---------| + 71.14 | 11.81 | 5.52 | 9.37 | + ---------|---------|---------|---------| + 71.14 | 11.81 | 5.01 | - | + ---------|---------|---------|---------| + 71.14 | 11.81 | 4.51 | - | + ---------|---------|---------|---------| + 71.14 | 11.81 | 4.01 | - | + ---------|---------|---------|---------| + 71.14 | 14.59 | 10.80 | 9.50 | + ---------|---------|---------|---------| + 71.14 | 14.59 | 10.30 | 9.99 | + ---------|---------|---------|---------| + 71.14 | 14.59 | 9.80 | 10.02 | + ---------|---------|---------|---------| + 71.14 | 14.59 | 9.30 | 8.10 | + ---------|---------|---------|---------| + 71.14 | 14.59 | 8.80 | 8.57 | + ---------|---------|---------|---------| + 71.14 | 14.59 | 8.29 | 8.57 | + ---------|---------|---------|---------| + 71.14 | 14.59 | 7.79 | - | + ---------|---------|---------|---------| + 71.14 | 14.59 | 7.29 | - | + ---------|---------|---------|---------| + 71.14 | 14.59 | 6.79 | - | + ---------|---------|---------|---------| + 71.14 | 17.37 | 13.58 | 6.76 | + ---------|---------|---------|---------| + 71.14 | 17.37 | 13.08 | 6.96 | + ---------|---------|---------|---------| + 71.14 | 17.37 | 12.58 | 6.89 | + ---------|---------|---------|---------| + 71.14 | 17.37 | 12.08 | 5.69 | + ---------|---------|---------|---------| + 71.14 | 17.37 | 11.57 | 6.72 | + ---------|---------|---------|---------| + 71.14 | 17.37 | 11.07 | 8.23 | + ---------|---------|---------|---------| + 71.14 | 17.37 | 10.57 | - | + ---------|---------|---------|---------| + 71.14 | 17.37 | 10.07 | - | + ---------|---------|---------|---------| + 71.14 | 17.37 | 9.57 | - | + ---------|---------|---------|---------| + 71.14 | 20.15 | 16.36 | 5.23 | + ---------|---------|---------|---------| + 71.14 | 20.15 | 15.86 | 5.32 | + ---------|---------|---------|---------| + 71.14 | 20.15 | 15.35 | 5.19 | + ---------|---------|---------|---------| + 71.14 | 20.15 | 14.85 | 4.22 | + ---------|---------|---------|---------| + 71.14 | 20.15 | 14.35 | 4.83 | + ---------|---------|---------|---------| + 71.14 | 20.15 | 13.85 | 6.28 | + ---------|---------|---------|---------| + 71.14 | 20.15 | 13.35 | - | + ---------|---------|---------|---------| + 71.14 | 20.15 | 12.85 | - | + ---------|---------|---------|---------| + 71.14 | 20.15 | 12.35 | - | + ---------|---------|---------|---------| + 71.14 | 22.92 | 19.14 | 4.36 | + ---------|---------|---------|---------| + 71.14 | 22.92 | 18.63 | 4.32 | + ---------|---------|---------|---------| + 71.14 | 22.92 | 18.13 | 4.16 | + ---------|---------|---------|---------| + 71.14 | 22.92 | 17.63 | 3.39 | + ---------|---------|---------|---------| + 71.14 | 22.92 | 17.13 | 3.71 | + ---------|---------|---------|---------| + 71.14 | 22.92 | 16.63 | 4.52 | + ---------|---------|---------|---------| + 71.14 | 22.92 | 16.13 | - | + ---------|---------|---------|---------| + 71.14 | 22.92 | 15.62 | - | + ---------|---------|---------|---------| + 71.14 | 22.92 | 15.12 | - | + ---------|---------|---------|---------| + 71.14 | 25.70 | 21.91 | 3.79 | + ---------|---------|---------|---------| + 71.14 | 25.70 | 21.41 | 3.74 | + ---------|---------|---------|---------| + 71.14 | 25.70 | 20.91 | 3.54 | + ---------|---------|---------|---------| + 71.14 | 25.70 | 20.41 | 2.83 | + ---------|---------|---------|---------| + 71.14 | 25.70 | 19.91 | 3.06 | + ---------|---------|---------|---------| + 71.14 | 25.70 | 19.41 | 3.47 | + ---------|---------|---------|---------| + 71.14 | 25.70 | 18.90 | - | + ---------|---------|---------|---------| + 71.14 | 25.70 | 18.40 | - | + ---------|---------|---------|---------| + 71.14 | 25.70 | 17.90 | - | + ---------|---------|---------|---------| + 71.14 | 28.48 | 24.69 | 3.51 | + ---------|---------|---------|---------| + 71.14 | 28.48 | 24.19 | 3.37 | + ---------|---------|---------|---------| + 71.14 | 28.48 | 23.69 | 3.12 | + ---------|---------|---------|---------| + 71.14 | 28.48 | 23.19 | 2.52 | + ---------|---------|---------|---------| + 71.14 | 28.48 | 22.68 | 2.60 | + ---------|---------|---------|---------| + 71.14 | 28.48 | 22.18 | 2.87 | + ---------|---------|---------|---------| + 71.14 | 28.48 | 21.68 | - | + ---------|---------|---------|---------| + 71.14 | 28.48 | 21.18 | - | + ---------|---------|---------|---------| + 71.14 | 28.48 | 20.68 | - | + ---------|---------|---------|---------| + 71.14 | 31.26 | 27.47 | - | + ---------|---------|---------|---------| + 71.14 | 31.26 | 26.97 | 3.24 | + ---------|---------|---------|---------| + 71.14 | 31.26 | 26.47 | 2.92 | + ---------|---------|---------|---------| + 71.14 | 31.26 | 25.96 | 2.31 | + ---------|---------|---------|---------| + 71.14 | 31.26 | 25.46 | 2.33 | + ---------|---------|---------|---------| + 71.14 | 31.26 | 24.96 | 2.48 | + ---------|---------|---------|---------| + 71.14 | 31.26 | 24.46 | - | + ---------|---------|---------|---------| + 71.14 | 31.26 | 23.96 | - | + ---------|---------|---------|---------| + 71.14 | 31.26 | 23.46 | - | + ---------|---------|---------|---------| + 71.14 | 34.03 | 30.25 | - | + ---------|---------|---------|---------| + 71.14 | 34.03 | 29.74 | - | + ---------|---------|---------|---------| + 71.14 | 34.03 | 29.24 | 2.89 | + ---------|---------|---------|---------| + 71.14 | 34.03 | 28.74 | 2.22 | + ---------|---------|---------|---------| + 71.14 | 34.03 | 28.24 | 2.18 | + ---------|---------|---------|---------| + 71.14 | 34.03 | 27.74 | 2.23 | + ---------|---------|---------|---------| + 71.14 | 34.03 | 27.24 | - | + ---------|---------|---------|---------| + 71.14 | 34.03 | 26.74 | - | + ---------|---------|---------|---------| + 71.14 | 34.03 | 26.23 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=60.40 till 62.42 taken. + ---------|---------|---------|---------| + 71.14 | 36.81 | 33.02 | - | + ---------|---------|---------|---------| + 71.14 | 36.81 | 32.52 | - | + ---------|---------|---------|---------| + 71.14 | 36.81 | 32.02 | 2.93 | + ---------|---------|---------|---------| + 71.14 | 36.81 | 31.52 | 2.24 | + ---------|---------|---------|---------| + 71.14 | 36.81 | 31.02 | 2.13 | + ---------|---------|---------|---------| + 71.14 | 36.81 | 30.52 | 2.10 | + ---------|---------|---------|---------| + 71.14 | 36.81 | 30.02 | - | + ---------|---------|---------|---------| + 71.14 | 36.81 | 29.51 | - | + ---------|---------|---------|---------| + 71.14 | 36.81 | 29.01 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=57.13 till 63.77 taken. + ---------|---------|---------|---------| + 73.92 | 11.81 | 8.02 | 23.29 | + ---------|---------|---------|---------| + 73.92 | 11.81 | 7.52 | 21.27 | + ---------|---------|---------|---------| + 73.92 | 11.81 | 7.02 | 17.27 | + ---------|---------|---------|---------| + 73.92 | 11.81 | 6.52 | 12.87 | + ---------|---------|---------|---------| + 73.92 | 11.81 | 6.02 | 12.22 | + ---------|---------|---------|---------| + 73.92 | 11.81 | 5.52 | 12.02 | + ---------|---------|---------|---------| + 73.92 | 11.81 | 5.01 | - | + ---------|---------|---------|---------| + 73.92 | 11.81 | 4.51 | - | + ---------|---------|---------|---------| + 73.92 | 11.81 | 4.01 | - | + ---------|---------|---------|---------| + 73.92 | 14.59 | 10.80 | 21.05 | + ---------|---------|---------|---------| + 73.92 | 14.59 | 10.30 | 19.51 | + ---------|---------|---------|---------| + 73.92 | 14.59 | 9.80 | 16.20 | + ---------|---------|---------|---------| + 73.92 | 14.59 | 9.30 | 12.06 | + ---------|---------|---------|---------| + 73.92 | 14.59 | 8.80 | 11.45 | + ---------|---------|---------|---------| + 73.92 | 14.59 | 8.29 | 11.55 | + ---------|---------|---------|---------| + 73.92 | 14.59 | 7.79 | - | + ---------|---------|---------|---------| + 73.92 | 14.59 | 7.29 | - | + ---------|---------|---------|---------| + 73.92 | 14.59 | 6.79 | - | + ---------|---------|---------|---------| + 73.92 | 17.37 | 13.58 | 16.68 | + ---------|---------|---------|---------| + 73.92 | 17.37 | 13.08 | 17.75 | + ---------|---------|---------|---------| + 73.92 | 17.37 | 12.58 | 15.58 | + ---------|---------|---------|---------| + 73.92 | 17.37 | 12.08 | 11.72 | + ---------|---------|---------|---------| + 73.92 | 17.37 | 11.57 | 11.33 | + ---------|---------|---------|---------| + 73.92 | 17.37 | 11.07 | 11.33 | + ---------|---------|---------|---------| + 73.92 | 17.37 | 10.57 | - | + ---------|---------|---------|---------| + 73.92 | 17.37 | 10.07 | - | + ---------|---------|---------|---------| + 73.92 | 17.37 | 9.57 | - | + ---------|---------|---------|---------| + 73.92 | 20.15 | 16.36 | 11.74 | + ---------|---------|---------|---------| + 73.92 | 20.15 | 15.86 | 13.06 | + ---------|---------|---------|---------| + 73.92 | 20.15 | 15.35 | 13.42 | + ---------|---------|---------|---------| + 73.92 | 20.15 | 14.85 | 11.48 | + ---------|---------|---------|---------| + 73.92 | 20.15 | 14.35 | 11.21 | + ---------|---------|---------|---------| + 73.92 | 20.15 | 13.85 | 11.40 | + ---------|---------|---------|---------| + 73.92 | 20.15 | 13.35 | - | + ---------|---------|---------|---------| + 73.92 | 20.15 | 12.85 | - | + ---------|---------|---------|---------| + 73.92 | 20.15 | 12.35 | - | + ---------|---------|---------|---------| + 73.92 | 22.92 | 19.14 | - | + ---------|---------|---------|---------| + 73.92 | 22.92 | 18.63 | 9.44 | + ---------|---------|---------|---------| + 73.92 | 22.92 | 18.13 | 9.81 | + ---------|---------|---------|---------| + 73.92 | 22.92 | 17.63 | 9.58 | + ---------|---------|---------|---------| + 73.92 | 22.92 | 17.13 | 11.11 | + ---------|---------|---------|---------| + 73.92 | 22.92 | 16.63 | 11.41 | + ---------|---------|---------|---------| + 73.92 | 22.92 | 16.13 | - | + ---------|---------|---------|---------| + 73.92 | 22.92 | 15.62 | - | + ---------|---------|---------|---------| + 73.92 | 22.92 | 15.12 | - | + ---------|---------|---------|---------| + 73.92 | 25.70 | 21.91 | - | + ---------|---------|---------|---------| + 73.92 | 25.70 | 21.41 | - | + ---------|---------|---------|---------| + 73.92 | 25.70 | 20.91 | 7.27 | + ---------|---------|---------|---------| + 73.92 | 25.70 | 20.41 | 7.04 | + ---------|---------|---------|---------| + 73.92 | 25.70 | 19.91 | 9.54 | + ---------|---------|---------|---------| + 73.92 | 25.70 | 19.41 | 11.39 | + ---------|---------|---------|---------| + 73.92 | 25.70 | 18.90 | - | + ---------|---------|---------|---------| + 73.92 | 25.70 | 18.40 | - | + ---------|---------|---------|---------| + 73.92 | 25.70 | 17.90 | - | + ---------|---------|---------|---------| + 73.92 | 28.48 | 24.69 | - | + ---------|---------|---------|---------| + 73.92 | 28.48 | 24.19 | - | + ---------|---------|---------|---------| + 73.92 | 28.48 | 23.69 | - | + ---------|---------|---------|---------| + 73.92 | 28.48 | 23.19 | 5.31 | + ---------|---------|---------|---------| + 73.92 | 28.48 | 22.68 | 6.96 | + ---------|---------|---------|---------| + 73.92 | 28.48 | 22.18 | 11.13 | + ---------|---------|---------|---------| + 73.92 | 28.48 | 21.68 | - | + ---------|---------|---------|---------| + 73.92 | 28.48 | 21.18 | - | + ---------|---------|---------|---------| + 73.92 | 28.48 | 20.68 | - | + ---------|---------|---------|---------| + 73.92 | 31.26 | 27.47 | - | + ---------|---------|---------|---------| + 73.92 | 31.26 | 26.97 | - | + ---------|---------|---------|---------| + 73.92 | 31.26 | 26.47 | - | + ---------|---------|---------|---------| + 73.92 | 31.26 | 25.96 | - | + ---------|---------|---------|---------| + 73.92 | 31.26 | 25.46 | 5.16 | + ---------|---------|---------|---------| + 73.92 | 31.26 | 24.96 | 8.13 | + ---------|---------|---------|---------| + 73.92 | 31.26 | 24.46 | - | + ---------|---------|---------|---------| + 73.92 | 31.26 | 23.96 | - | + ---------|---------|---------|---------| + 73.92 | 31.26 | 23.46 | - | + ---------|---------|---------|---------| + 73.92 | 34.03 | 30.25 | - | + ---------|---------|---------|---------| + 73.92 | 34.03 | 29.74 | - | + ---------|---------|---------|---------| + 73.92 | 34.03 | 29.24 | - | + ---------|---------|---------|---------| + 73.92 | 34.03 | 28.74 | - | + ---------|---------|---------|---------| + 73.92 | 34.03 | 28.24 | 4.04 | + ---------|---------|---------|---------| + 73.92 | 34.03 | 27.74 | 5.65 | + ---------|---------|---------|---------| + 73.92 | 34.03 | 27.24 | - | + ---------|---------|---------|---------| + 73.92 | 34.03 | 26.74 | - | + ---------|---------|---------|---------| + 73.92 | 34.03 | 26.23 | - | + ---------|---------|---------|---------| + 73.92 | 36.81 | 33.02 | - | + ---------|---------|---------|---------| + 73.92 | 36.81 | 32.52 | - | + ---------|---------|---------|---------| + 73.92 | 36.81 | 32.02 | - | + ---------|---------|---------|---------| + 73.92 | 36.81 | 31.52 | - | + ---------|---------|---------|---------| + 73.92 | 36.81 | 31.02 | 3.37 | + ---------|---------|---------|---------| + 73.92 | 36.81 | 30.52 | 4.20 | + ---------|---------|---------|---------| + 73.92 | 36.81 | 30.02 | - | + ---------|---------|---------|---------| + 73.92 | 36.81 | 29.51 | - | + ---------|---------|---------|---------| + 73.92 | 36.81 | 29.01 | - | + 76.69 | 11.81 | 8.02 | 39.81 | + 76.69 | 11.81 | 7.52 | 37.96 | + 76.69 | 11.81 | 7.02 | 29.19 | + 76.69 | 11.81 | 6.52 | 27.40 | + 76.69 | 11.81 | 6.02 | 28.29 | + 76.69 | 11.81 | 5.52 | 32.25 | + 76.69 | 11.81 | 5.01 | - | + 76.69 | 11.81 | 4.51 | - | + 76.69 | 11.81 | 4.01 | - | + 76.69 | 14.59 | 10.80 | - | + 76.69 | 14.59 | 10.30 | 31.18 | + 76.69 | 14.59 | 9.80 | 24.31 | + 76.69 | 14.59 | 9.30 | 22.59 | + 76.69 | 14.59 | 8.80 | 23.28 | + 76.69 | 14.59 | 8.29 | 26.23 | + 76.69 | 14.59 | 7.79 | - | + 76.69 | 14.59 | 7.29 | - | + 76.69 | 14.59 | 6.79 | - | + 76.69 | 17.37 | 13.58 | - | + 76.69 | 17.37 | 13.08 | - | + 76.69 | 17.37 | 12.58 | 21.69 | + 76.69 | 17.37 | 12.08 | 20.12 | + 76.69 | 17.37 | 11.57 | 20.93 | + 76.69 | 17.37 | 11.07 | 23.56 | + 76.69 | 17.37 | 10.57 | - | + 76.69 | 17.37 | 10.07 | - | + 76.69 | 17.37 | 9.57 | - | + 76.69 | 20.15 | 16.36 | - | + 76.69 | 20.15 | 15.86 | - | + 76.69 | 20.15 | 15.35 | - | + 76.69 | 20.15 | 14.85 | 18.51 | + 76.69 | 20.15 | 14.35 | 19.34 | + 76.69 | 20.15 | 13.85 | 21.97 | + 76.69 | 20.15 | 13.35 | - | + 76.69 | 20.15 | 12.85 | - | + 76.69 | 20.15 | 12.35 | - | + 76.69 | 22.92 | 19.14 | - | + 76.69 | 22.92 | 18.63 | - | + 76.69 | 22.92 | 18.13 | - | + 76.69 | 22.92 | 17.63 | - | + 76.69 | 22.92 | 17.13 | 18.17 | + 76.69 | 22.92 | 16.63 | 20.75 | + 76.69 | 22.92 | 16.13 | - | + 76.69 | 22.92 | 15.62 | - | + 76.69 | 22.92 | 15.12 | - | + 76.69 | 25.70 | 21.91 | - | + 76.69 | 25.70 | 21.41 | - | + 76.69 | 25.70 | 20.91 | - | + 76.69 | 25.70 | 20.41 | - | + 76.69 | 25.70 | 19.91 | - | + 76.69 | 25.70 | 19.41 | 19.77 | + 76.69 | 25.70 | 18.90 | - | + 76.69 | 25.70 | 18.40 | - | + 76.69 | 25.70 | 17.90 | - | + 76.69 | 28.48 | 24.69 | - | + 76.69 | 28.48 | 24.19 | - | + 76.69 | 28.48 | 23.69 | - | + 76.69 | 28.48 | 23.19 | - | + 76.69 | 28.48 | 22.68 | - | + 76.69 | 28.48 | 22.18 | 18.97 | + 76.69 | 28.48 | 21.68 | - | + 76.69 | 28.48 | 21.18 | - | + 76.69 | 28.48 | 20.68 | - | + 76.69 | 31.26 | 27.47 | - | + 76.69 | 31.26 | 26.97 | - | + 76.69 | 31.26 | 26.47 | - | + 76.69 | 31.26 | 25.96 | - | + 76.69 | 31.26 | 25.46 | - | + 76.69 | 31.26 | 24.96 | - | + 76.69 | 31.26 | 24.46 | - | + 76.69 | 31.26 | 23.96 | - | + 76.69 | 31.26 | 23.46 | - | + 76.69 | 34.03 | 30.25 | - | + 76.69 | 34.03 | 29.74 | - | + 76.69 | 34.03 | 29.24 | - | + 76.69 | 34.03 | 28.74 | - | + 76.69 | 34.03 | 28.24 | - | + 76.69 | 34.03 | 27.74 | - | + 76.69 | 34.03 | 27.24 | - | + 76.69 | 34.03 | 26.74 | - | + 76.69 | 34.03 | 26.23 | - | + 76.69 | 36.81 | 33.02 | - | + 76.69 | 36.81 | 32.52 | - | + 76.69 | 36.81 | 32.02 | - | + 76.69 | 36.81 | 31.52 | - | + 76.69 | 36.81 | 31.02 | - | + 76.69 | 36.81 | 30.52 | - | + 76.69 | 36.81 | 30.02 | - | + 76.69 | 36.81 | 29.51 | - | + 76.69 | 36.81 | 29.01 | - | + + The center point of the critical circle lies on the edge of the grid. + + New grid with : X minimum = 51.70 [m] + X maximum = 76.69 [m] + Y minimum = 11.81 [m] + Y maximum = 36.81 [m] + tangent minimum = 7.30 [m] + tangent maximum = 11.31 [m] + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 51.70 | 11.81 | 4.51 | - | Circle center in geometry. + ---------|---------|---------|---------| + 51.70 | 11.81 | 4.01 | - | Circle center in geometry. + ---------|---------|---------|---------| + 51.70 | 11.81 | 3.51 | - | Circle center in geometry. + ---------|---------|---------|---------| + 51.70 | 11.81 | 3.01 | - | Circle center in geometry. + ---------|---------|---------|---------| + 51.70 | 11.81 | 2.51 | - | Circle center in geometry. + ---------|---------|---------|---------| + 51.70 | 11.81 | 2.01 | - | Circle center in geometry. + ---------|---------|---------|---------| + 51.70 | 11.81 | 1.50 | - | Circle center in geometry. + ---------|---------|---------|---------| + 51.70 | 11.81 | 1.00 | - | Circle center in geometry. + ---------|---------|---------|---------| + 51.70 | 11.81 | 0.50 | - | Circle center in geometry. + ---------|---------|---------|---------| + 51.70 | 14.59 | 7.29 | - | + ---------|---------|---------|---------| + 51.70 | 14.59 | 6.79 | - | + ---------|---------|---------|---------| + 51.70 | 14.59 | 6.29 | - | + ---------|---------|---------|---------| + 51.70 | 14.59 | 5.79 | - | + ---------|---------|---------|---------| + 51.70 | 14.59 | 5.29 | - | + ---------|---------|---------|---------| + 51.70 | 14.59 | 4.78 | - | + ---------|---------|---------|---------| + 51.70 | 14.59 | 4.28 | - | + ---------|---------|---------|---------| + 51.70 | 14.59 | 3.78 | - | + ---------|---------|---------|---------| + 51.70 | 14.59 | 3.28 | - | + ---------|---------|---------|---------| + 51.70 | 17.37 | 10.07 | - | + ---------|---------|---------|---------| + 51.70 | 17.37 | 9.57 | - | + ---------|---------|---------|---------| + 51.70 | 17.37 | 9.07 | - | + ---------|---------|---------|---------| + 51.70 | 17.37 | 8.56 | - | + ---------|---------|---------|---------| + 51.70 | 17.37 | 8.06 | - | + ---------|---------|---------|---------| + 51.70 | 17.37 | 7.56 | - | + ---------|---------|---------|---------| + 51.70 | 17.37 | 7.06 | - | + ---------|---------|---------|---------| + 51.70 | 17.37 | 6.56 | - | + ---------|---------|---------|---------| + 51.70 | 17.37 | 6.06 | - | + ---------|---------|---------|---------| + 51.70 | 20.15 | 12.85 | - | + ---------|---------|---------|---------| + 51.70 | 20.15 | 12.35 | - | + ---------|---------|---------|---------| + 51.70 | 20.15 | 11.84 | - | + ---------|---------|---------|---------| + 51.70 | 20.15 | 11.34 | - | + ---------|---------|---------|---------| + 51.70 | 20.15 | 10.84 | - | + ---------|---------|---------|---------| + 51.70 | 20.15 | 10.34 | - | + ---------|---------|---------|---------| + 51.70 | 20.15 | 9.84 | - | + ---------|---------|---------|---------| + 51.70 | 20.15 | 9.34 | - | + ---------|---------|---------|---------| + 51.70 | 20.15 | 8.83 | - | + ---------|---------|---------|---------| + 51.70 | 22.92 | 15.62 | - | + ---------|---------|---------|---------| + 51.70 | 22.92 | 15.12 | - | + ---------|---------|---------|---------| + 51.70 | 22.92 | 14.62 | - | + ---------|---------|---------|---------| + 51.70 | 22.92 | 14.12 | - | + ---------|---------|---------|---------| + 51.70 | 22.92 | 13.62 | - | + ---------|---------|---------|---------| + 51.70 | 22.92 | 13.12 | - | + ---------|---------|---------|---------| + 51.70 | 22.92 | 12.62 | - | + ---------|---------|---------|---------| + 51.70 | 22.92 | 12.11 | - | + ---------|---------|---------|---------| + 51.70 | 22.92 | 11.61 | - | + ---------|---------|---------|---------| + 51.70 | 25.70 | 18.40 | - | + ---------|---------|---------|---------| + 51.70 | 25.70 | 17.90 | - | + ---------|---------|---------|---------| + 51.70 | 25.70 | 17.40 | - | + ---------|---------|---------|---------| + 51.70 | 25.70 | 16.90 | - | + ---------|---------|---------|---------| + 51.70 | 25.70 | 16.40 | - | + ---------|---------|---------|---------| + 51.70 | 25.70 | 15.89 | - | + ---------|---------|---------|---------| + 51.70 | 25.70 | 15.39 | - | + ---------|---------|---------|---------| + 51.70 | 25.70 | 14.89 | - | + ---------|---------|---------|---------| + 51.70 | 25.70 | 14.39 | - | + ---------|---------|---------|---------| + 51.70 | 28.48 | 21.18 | - | + ---------|---------|---------|---------| + 51.70 | 28.48 | 20.68 | - | + ---------|---------|---------|---------| + 51.70 | 28.48 | 20.18 | - | + ---------|---------|---------|---------| + 51.70 | 28.48 | 19.68 | - | + ---------|---------|---------|---------| + 51.70 | 28.48 | 19.17 | - | + ---------|---------|---------|---------| + 51.70 | 28.48 | 18.67 | - | + ---------|---------|---------|---------| + 51.70 | 28.48 | 18.17 | - | + ---------|---------|---------|---------| + 51.70 | 28.48 | 17.67 | - | + ---------|---------|---------|---------| + 51.70 | 28.48 | 17.17 | - | + ---------|---------|---------|---------| + 51.70 | 31.26 | 23.96 | 30.13 | Evaluated earlier. + 51.70 | 31.26 | 23.46 | - | + 51.70 | 31.26 | 22.95 | - | + 51.70 | 31.26 | 22.45 | - | + 51.70 | 31.26 | 21.95 | - | + 51.70 | 31.26 | 21.45 | - | + 51.70 | 31.26 | 20.95 | - | + 51.70 | 31.26 | 20.45 | - | + 51.70 | 31.26 | 19.95 | - | + 51.70 | 34.03 | 26.74 | 35.63 | Evaluated earlier. + 51.70 | 34.03 | 26.23 | - | + 51.70 | 34.03 | 25.73 | - | + 51.70 | 34.03 | 25.23 | - | + 51.70 | 34.03 | 24.73 | - | + 51.70 | 34.03 | 24.23 | - | + 51.70 | 34.03 | 23.73 | - | + 51.70 | 34.03 | 23.23 | - | + 51.70 | 34.03 | 22.72 | - | + 51.70 | 36.81 | 29.51 | 42.61 | Evaluated earlier. + 51.70 | 36.81 | 29.01 | - | + 51.70 | 36.81 | 28.51 | - | + 51.70 | 36.81 | 28.01 | - | + 51.70 | 36.81 | 27.51 | - | + 51.70 | 36.81 | 27.01 | - | + 51.70 | 36.81 | 26.50 | - | + 51.70 | 36.81 | 26.00 | - | + 51.70 | 36.81 | 25.50 | - | + ---------|---------|---------|---------| + 54.47 | 11.81 | 4.51 | 11.82 | Evaluated earlier. + 54.47 | 11.81 | 4.01 | 12.27 | Evaluated earlier. + 54.47 | 11.81 | 3.51 | 12.80 | + 54.47 | 11.81 | 3.01 | 12.94 | + 54.47 | 11.81 | 2.51 | - | Circle center point too low. + 54.47 | 11.81 | 2.01 | - | Circle center point too low. + 54.47 | 11.81 | 1.50 | - | Circle center point too low. + 54.47 | 11.81 | 1.00 | - | + 54.47 | 11.81 | 0.50 | - | + 54.47 | 14.59 | 7.29 | 7.52 | Evaluated earlier. + 54.47 | 14.59 | 6.79 | 7.50 | Evaluated earlier. + 54.47 | 14.59 | 6.29 | 7.64 | + 54.47 | 14.59 | 5.79 | 7.84 | + 54.47 | 14.59 | 5.29 | 8.15 | + 54.47 | 14.59 | 4.78 | 8.49 | + 54.47 | 14.59 | 4.28 | - | + 54.47 | 14.59 | 3.78 | - | + 54.47 | 14.59 | 3.28 | - | + 54.47 | 17.37 | 10.07 | 7.22 | Evaluated earlier. + 54.47 | 17.37 | 9.57 | 6.95 | Evaluated earlier. + 54.47 | 17.37 | 9.07 | 6.90 | + 54.47 | 17.37 | 8.56 | 7.03 | + 54.47 | 17.37 | 8.06 | 7.33 | + 54.47 | 17.37 | 7.56 | 7.80 | + 54.47 | 17.37 | 7.06 | - | + 54.47 | 17.37 | 6.56 | - | + 54.47 | 17.37 | 6.06 | - | + 54.47 | 20.15 | 12.85 | 7.61 | Evaluated earlier. + 54.47 | 20.15 | 12.35 | 7.27 | Evaluated earlier. + 54.47 | 20.15 | 11.84 | 7.12 | + 54.47 | 20.15 | 11.34 | 7.08 | + 54.47 | 20.15 | 10.84 | 7.24 | + 54.47 | 20.15 | 10.34 | 7.78 | + 54.47 | 20.15 | 9.84 | - | + 54.47 | 20.15 | 9.34 | - | + 54.47 | 20.15 | 8.83 | - | + 54.47 | 22.92 | 15.62 | 8.19 | Evaluated earlier. + 54.47 | 22.92 | 15.12 | 7.82 | Evaluated earlier. + 54.47 | 22.92 | 14.62 | 7.63 | + 54.47 | 22.92 | 14.12 | 7.52 | + 54.47 | 22.92 | 13.62 | 7.57 | + 54.47 | 22.92 | 13.12 | 7.95 | + 54.47 | 22.92 | 12.62 | - | + 54.47 | 22.92 | 12.11 | - | + 54.47 | 22.92 | 11.61 | - | + 54.47 | 25.70 | 18.40 | 8.84 | Evaluated earlier. + 54.47 | 25.70 | 17.90 | 8.44 | Evaluated earlier. + 54.47 | 25.70 | 17.40 | 8.23 | + 54.47 | 25.70 | 16.90 | 8.10 | + 54.47 | 25.70 | 16.40 | 8.09 | + 54.47 | 25.70 | 15.89 | 8.35 | + 54.47 | 25.70 | 15.39 | - | + 54.47 | 25.70 | 14.89 | - | + 54.47 | 25.70 | 14.39 | - | + 54.47 | 28.48 | 21.18 | 9.52 | Evaluated earlier. + 54.47 | 28.48 | 20.68 | 9.10 | Evaluated earlier. + 54.47 | 28.48 | 20.18 | 8.88 | + 54.47 | 28.48 | 19.68 | 8.73 | + 54.47 | 28.48 | 19.17 | 8.70 | + 54.47 | 28.48 | 18.67 | 8.89 | + 54.47 | 28.48 | 18.17 | - | + 54.47 | 28.48 | 17.67 | - | + 54.47 | 28.48 | 17.17 | - | + 54.47 | 31.26 | 23.96 | 10.22 | Evaluated earlier. + 54.47 | 31.26 | 23.46 | 9.77 | Evaluated earlier. + 54.47 | 31.26 | 22.95 | 9.55 | + 54.47 | 31.26 | 22.45 | 9.38 | + 54.47 | 31.26 | 21.95 | 9.33 | + 54.47 | 31.26 | 21.45 | 9.50 | + 54.47 | 31.26 | 20.95 | - | + 54.47 | 31.26 | 20.45 | - | + 54.47 | 31.26 | 19.95 | - | + 54.47 | 34.03 | 26.74 | 10.93 | Evaluated earlier. + 54.47 | 34.03 | 26.23 | 10.46 | Evaluated earlier. + 54.47 | 34.03 | 25.73 | 10.23 | + 54.47 | 34.03 | 25.23 | 10.05 | + 54.47 | 34.03 | 24.73 | 10.00 | + 54.47 | 34.03 | 24.23 | 10.14 | + 54.47 | 34.03 | 23.73 | - | + 54.47 | 34.03 | 23.23 | - | + 54.47 | 34.03 | 22.72 | - | + 54.47 | 36.81 | 29.51 | 11.60 | Evaluated earlier. + 54.47 | 36.81 | 29.01 | 11.15 | Evaluated earlier. + 54.47 | 36.81 | 28.51 | 10.91 | + 54.47 | 36.81 | 28.01 | 10.73 | + 54.47 | 36.81 | 27.51 | 10.67 | + 54.47 | 36.81 | 27.01 | 10.81 | + 54.47 | 36.81 | 26.50 | - | + 54.47 | 36.81 | 26.00 | - | + 54.47 | 36.81 | 25.50 | - | + ---------|---------|---------|---------| + 57.25 | 11.81 | 4.51 | - | Circle center point too low. + ---------|---------|---------|---------| + 57.25 | 11.81 | 4.01 | 3.05 | Evaluated earlier. + 57.25 | 11.81 | 3.51 | 2.94 | + 57.25 | 11.81 | 3.01 | 2.86 | + 57.25 | 11.81 | 2.51 | 2.88 | + 57.25 | 11.81 | 2.01 | 3.24 | + 57.25 | 11.81 | 1.50 | - | + 57.25 | 11.81 | 1.00 | - | + 57.25 | 11.81 | 0.50 | - | + 57.25 | 14.59 | 7.29 | 3.00 | Evaluated earlier. + 57.25 | 14.59 | 6.79 | 2.80 | Evaluated earlier. + 57.25 | 14.59 | 6.29 | 2.60 | + 57.25 | 14.59 | 5.79 | 2.37 | + 57.25 | 14.59 | 5.29 | 2.11 | + 57.25 | 14.59 | 4.78 | 1.99 | + 57.25 | 14.59 | 4.28 | - | + 57.25 | 14.59 | 3.78 | - | + 57.25 | 14.59 | 3.28 | - | + 57.25 | 17.37 | 10.07 | 3.07 | Evaluated earlier. + 57.25 | 17.37 | 9.57 | 2.92 | Evaluated earlier. + 57.25 | 17.37 | 9.07 | 2.80 | + 57.25 | 17.37 | 8.56 | 2.66 | + 57.25 | 17.37 | 8.06 | 2.50 | + 57.25 | 17.37 | 7.56 | 2.29 | + 57.25 | 17.37 | 7.06 | - | + 57.25 | 17.37 | 6.56 | - | + 57.25 | 17.37 | 6.06 | - | + 57.25 | 20.15 | 12.85 | 3.22 | Evaluated earlier. + 57.25 | 20.15 | 12.35 | 3.09 | Evaluated earlier. + 57.25 | 20.15 | 11.84 | 3.01 | + 57.25 | 20.15 | 11.34 | 2.92 | + 57.25 | 20.15 | 10.84 | 2.82 | + 57.25 | 20.15 | 10.34 | 2.70 | + 57.25 | 20.15 | 9.84 | - | + 57.25 | 20.15 | 9.34 | - | + 57.25 | 20.15 | 8.83 | - | + 57.25 | 22.92 | 15.62 | 3.44 | Evaluated earlier. + 57.25 | 22.92 | 15.12 | 3.29 | Evaluated earlier. + 57.25 | 22.92 | 14.62 | 3.22 | + 57.25 | 22.92 | 14.12 | 3.16 | + 57.25 | 22.92 | 13.62 | 3.11 | + 57.25 | 22.92 | 13.12 | 3.05 | + 57.25 | 22.92 | 12.62 | - | + 57.25 | 22.92 | 12.11 | - | + 57.25 | 22.92 | 11.61 | - | + 57.25 | 25.70 | 18.40 | 3.69 | Evaluated earlier. + 57.25 | 25.70 | 17.90 | 3.54 | Evaluated earlier. + 57.25 | 25.70 | 17.40 | 3.45 | + 57.25 | 25.70 | 16.90 | 3.40 | + 57.25 | 25.70 | 16.40 | 3.37 | + 57.25 | 25.70 | 15.89 | 3.36 | + 57.25 | 25.70 | 15.39 | - | + 57.25 | 25.70 | 14.89 | - | + 57.25 | 25.70 | 14.39 | - | + 57.25 | 28.48 | 21.18 | 3.97 | Evaluated earlier. + 57.25 | 28.48 | 20.68 | 3.81 | Evaluated earlier. + 57.25 | 28.48 | 20.18 | 3.71 | + 57.25 | 28.48 | 19.68 | 3.64 | + 57.25 | 28.48 | 19.17 | 3.63 | + 57.25 | 28.48 | 18.67 | 3.65 | + 57.25 | 28.48 | 18.17 | - | + 57.25 | 28.48 | 17.67 | - | + 57.25 | 28.48 | 17.17 | - | + 57.25 | 31.26 | 23.96 | 4.26 | Evaluated earlier. + 57.25 | 31.26 | 23.46 | 4.08 | Evaluated earlier. + 57.25 | 31.26 | 22.95 | 3.98 | + 57.25 | 31.26 | 22.45 | 3.91 | + 57.25 | 31.26 | 21.95 | 3.88 | + 57.25 | 31.26 | 21.45 | 3.93 | + 57.25 | 31.26 | 20.95 | - | + 57.25 | 31.26 | 20.45 | - | + 57.25 | 31.26 | 19.95 | - | + 57.25 | 34.03 | 26.74 | 4.55 | Evaluated earlier. + 57.25 | 34.03 | 26.23 | 4.37 | Evaluated earlier. + 57.25 | 34.03 | 25.73 | 4.26 | + 57.25 | 34.03 | 25.23 | 4.18 | + 57.25 | 34.03 | 24.73 | 4.15 | + 57.25 | 34.03 | 24.23 | 4.20 | + 57.25 | 34.03 | 23.73 | - | + 57.25 | 34.03 | 23.23 | - | + 57.25 | 34.03 | 22.72 | - | + 57.25 | 36.81 | 29.51 | 4.85 | Evaluated earlier. + 57.25 | 36.81 | 29.01 | 4.65 | Evaluated earlier. + 57.25 | 36.81 | 28.51 | 4.54 | + 57.25 | 36.81 | 28.01 | 4.46 | + 57.25 | 36.81 | 27.51 | 4.42 | + 57.25 | 36.81 | 27.01 | 4.46 | + 57.25 | 36.81 | 26.50 | - | + 57.25 | 36.81 | 26.00 | - | + 57.25 | 36.81 | 25.50 | - | + ---------|---------|---------|---------| + 60.03 | 11.81 | 4.51 | 2.39 | Evaluated earlier. + 60.03 | 11.81 | 4.01 | 2.26 | Evaluated earlier. + 60.03 | 11.81 | 3.51 | 2.16 | + 60.03 | 11.81 | 3.01 | 2.09 | + 60.03 | 11.81 | 2.51 | - | + 60.03 | 11.81 | 2.01 | - | + 60.03 | 11.81 | 1.50 | - | + 60.03 | 11.81 | 1.00 | - | + 60.03 | 11.81 | 0.50 | - | + 60.03 | 14.59 | 7.29 | 1.85 | Evaluated earlier. + 60.03 | 14.59 | 6.79 | 1.77 | Evaluated earlier. + 60.03 | 14.59 | 6.29 | 1.70 | + 60.03 | 14.59 | 5.79 | 1.69 | + 60.03 | 14.59 | 5.29 | - | + 60.03 | 14.59 | 4.78 | - | + 60.03 | 14.59 | 4.28 | - | + 60.03 | 14.59 | 3.78 | - | + 60.03 | 14.59 | 3.28 | - | + 60.03 | 17.37 | 10.07 | 1.93 | Evaluated earlier. + 60.03 | 17.37 | 9.57 | 1.80 | Evaluated earlier. + 60.03 | 17.37 | 9.07 | 1.67 | + 60.03 | 17.37 | 8.56 | 1.62 | + 60.03 | 17.37 | 8.06 | 1.59 | + 60.03 | 17.37 | 7.56 | - | + 60.03 | 17.37 | 7.06 | - | + 60.03 | 17.37 | 6.56 | - | + 60.03 | 17.37 | 6.06 | - | + 60.03 | 20.15 | 12.85 | 2.08 | Evaluated earlier. + 60.03 | 20.15 | 12.35 | 1.97 | Evaluated earlier. + 60.03 | 20.15 | 11.84 | 1.86 | + 60.03 | 20.15 | 11.34 | 1.75 | + 60.03 | 20.15 | 10.84 | 1.67 | + 60.03 | 20.15 | 10.34 | - | + 60.03 | 20.15 | 9.84 | - | + 60.03 | 20.15 | 9.34 | - | + 60.03 | 20.15 | 8.83 | - | + 60.03 | 22.92 | 15.62 | 2.22 | Evaluated earlier. + 60.03 | 22.92 | 15.12 | 2.14 | Evaluated earlier. + 60.03 | 22.92 | 14.62 | 2.05 | + 60.03 | 22.92 | 14.12 | 1.96 | + 60.03 | 22.92 | 13.62 | 1.86 | + 60.03 | 22.92 | 13.12 | - | + 60.03 | 22.92 | 12.62 | - | + 60.03 | 22.92 | 12.11 | - | + 60.03 | 22.92 | 11.61 | - | + 60.03 | 25.70 | 18.40 | 2.37 | Evaluated earlier. + 60.03 | 25.70 | 17.90 | 2.30 | Evaluated earlier. + 60.03 | 25.70 | 17.40 | 2.22 | + 60.03 | 25.70 | 16.90 | 2.16 | + 60.03 | 25.70 | 16.40 | 2.08 | + 60.03 | 25.70 | 15.89 | - | + 60.03 | 25.70 | 15.39 | - | + 60.03 | 25.70 | 14.89 | - | + 60.03 | 25.70 | 14.39 | - | + 60.03 | 28.48 | 21.18 | 2.53 | Evaluated earlier. + 60.03 | 28.48 | 20.68 | 2.46 | Evaluated earlier. + 60.03 | 28.48 | 20.18 | 2.40 | + 60.03 | 28.48 | 19.68 | 2.34 | + 60.03 | 28.48 | 19.17 | 2.29 | + 60.03 | 28.48 | 18.67 | - | + 60.03 | 28.48 | 18.17 | - | + 60.03 | 28.48 | 17.67 | - | + 60.03 | 28.48 | 17.17 | - | + 60.03 | 31.26 | 23.96 | 2.70 | Evaluated earlier. + 60.03 | 31.26 | 23.46 | 2.62 | Evaluated earlier. + 60.03 | 31.26 | 22.95 | 2.56 | + 60.03 | 31.26 | 22.45 | 2.52 | + 60.03 | 31.26 | 21.95 | 2.48 | + 60.03 | 31.26 | 21.45 | - | + 60.03 | 31.26 | 20.95 | - | + 60.03 | 31.26 | 20.45 | - | + 60.03 | 31.26 | 19.95 | - | + 60.03 | 34.03 | 26.74 | 2.88 | Evaluated earlier. + 60.03 | 34.03 | 26.23 | 2.79 | Evaluated earlier. + 60.03 | 34.03 | 25.73 | 2.72 | + 60.03 | 34.03 | 25.23 | 2.69 | + 60.03 | 34.03 | 24.73 | 2.67 | + 60.03 | 34.03 | 24.23 | 2.65 | + 60.03 | 34.03 | 23.73 | - | + 60.03 | 34.03 | 23.23 | - | + 60.03 | 34.03 | 22.72 | - | + 60.03 | 36.81 | 29.51 | 3.07 | Evaluated earlier. + 60.03 | 36.81 | 29.01 | 2.96 | Evaluated earlier. + 60.03 | 36.81 | 28.51 | 2.89 | + 60.03 | 36.81 | 28.01 | 2.86 | + 60.03 | 36.81 | 27.51 | 2.85 | + 60.03 | 36.81 | 27.01 | 2.85 | + 60.03 | 36.81 | 26.50 | - | + 60.03 | 36.81 | 26.00 | - | + 60.03 | 36.81 | 25.50 | - | + ---------|---------|---------|---------| + 62.81 | 11.81 | 4.51 | 1.90 | Evaluated earlier. + 62.81 | 11.81 | 4.01 | 1.91 | Evaluated earlier. + 62.81 | 11.81 | 3.51 | - | + 62.81 | 11.81 | 3.01 | - | + 62.81 | 11.81 | 2.51 | - | + 62.81 | 11.81 | 2.01 | - | + 62.81 | 11.81 | 1.50 | - | + 62.81 | 11.81 | 1.00 | - | + 62.81 | 11.81 | 0.50 | - | + 62.81 | 14.59 | 7.29 | 1.63 | Evaluated earlier. + 62.81 | 14.59 | 6.79 | 1.62 | Evaluated earlier. + 62.81 | 14.59 | 6.29 | - | + 62.81 | 14.59 | 5.79 | - | + 62.81 | 14.59 | 5.29 | - | + 62.81 | 14.59 | 4.78 | - | + 62.81 | 14.59 | 4.28 | - | + 62.81 | 14.59 | 3.78 | - | + 62.81 | 14.59 | 3.28 | - | + 62.81 | 17.37 | 10.07 | 1.54 | Evaluated earlier. + 62.81 | 17.37 | 9.57 | 1.53 | Evaluated earlier. + 62.81 | 17.37 | 9.07 | 1.51 | + 62.81 | 17.37 | 8.56 | - | + 62.81 | 17.37 | 8.06 | - | + 62.81 | 17.37 | 7.56 | - | + 62.81 | 17.37 | 7.06 | - | + 62.81 | 17.37 | 6.56 | - | + 62.81 | 17.37 | 6.06 | - | + 62.81 | 20.15 | 12.85 | 1.55 | Evaluated earlier. + 62.81 | 20.15 | 12.35 | 1.50 | Evaluated earlier. + 62.81 | 20.15 | 11.84 | 1.47 | + 62.81 | 20.15 | 11.34 | - | + 62.81 | 20.15 | 10.84 | - | + 62.81 | 20.15 | 10.34 | - | + 62.81 | 20.15 | 9.84 | - | + 62.81 | 20.15 | 9.34 | - | + 62.81 | 20.15 | 8.83 | - | + 62.81 | 22.92 | 15.62 | 1.66 | Evaluated earlier. + 62.81 | 22.92 | 15.12 | 1.57 | Evaluated earlier. + 62.81 | 22.92 | 14.62 | 1.51 | + 62.81 | 22.92 | 14.12 | - | + 62.81 | 22.92 | 13.62 | - | + 62.81 | 22.92 | 13.12 | - | + 62.81 | 22.92 | 12.62 | - | + 62.81 | 22.92 | 12.11 | - | + 62.81 | 22.92 | 11.61 | - | + 62.81 | 25.70 | 18.40 | 1.80 | Evaluated earlier. + 62.81 | 25.70 | 17.90 | 1.71 | Evaluated earlier. + 62.81 | 25.70 | 17.40 | 1.61 | + 62.81 | 25.70 | 16.90 | 1.57 | + 62.81 | 25.70 | 16.40 | - | + 62.81 | 25.70 | 15.89 | - | + 62.81 | 25.70 | 15.39 | - | + 62.81 | 25.70 | 14.89 | - | + 62.81 | 25.70 | 14.39 | - | + 62.81 | 28.48 | 21.18 | 1.93 | Evaluated earlier. + 62.81 | 28.48 | 20.68 | 1.85 | Evaluated earlier. + 62.81 | 28.48 | 20.18 | 1.75 | + 62.81 | 28.48 | 19.68 | 1.68 | + 62.81 | 28.48 | 19.17 | - | + 62.81 | 28.48 | 18.67 | - | + 62.81 | 28.48 | 18.17 | - | + 62.81 | 28.48 | 17.67 | - | + 62.81 | 28.48 | 17.17 | - | + 62.81 | 31.26 | 23.96 | 2.05 | Evaluated earlier. + 62.81 | 31.26 | 23.46 | 1.98 | Evaluated earlier. + 62.81 | 31.26 | 22.95 | 1.89 | + 62.81 | 31.26 | 22.45 | 1.83 | + 62.81 | 31.26 | 21.95 | - | + 62.81 | 31.26 | 21.45 | - | + 62.81 | 31.26 | 20.95 | - | + 62.81 | 31.26 | 20.45 | - | + 62.81 | 31.26 | 19.95 | - | + 62.81 | 34.03 | 26.74 | 2.18 | Evaluated earlier. + 62.81 | 34.03 | 26.23 | 2.10 | Evaluated earlier. + 62.81 | 34.03 | 25.73 | 2.02 | + 62.81 | 34.03 | 25.23 | 1.97 | + 62.81 | 34.03 | 24.73 | - | + 62.81 | 34.03 | 24.23 | - | + 62.81 | 34.03 | 23.73 | - | + 62.81 | 34.03 | 23.23 | - | + 62.81 | 34.03 | 22.72 | - | + 62.81 | 36.81 | 29.51 | 2.31 | Evaluated earlier. + 62.81 | 36.81 | 29.01 | 2.23 | Evaluated earlier. + 62.81 | 36.81 | 28.51 | 2.15 | + 62.81 | 36.81 | 28.01 | 2.11 | + 62.81 | 36.81 | 27.51 | 2.08 | + 62.81 | 36.81 | 27.01 | - | + 62.81 | 36.81 | 26.50 | - | + 62.81 | 36.81 | 26.00 | - | + 62.81 | 36.81 | 25.50 | - | + ---------|---------|---------|---------| + 65.58 | 11.81 | 4.51 | - | + ---------|---------|---------|---------| + 65.58 | 11.81 | 4.01 | - | + ---------|---------|---------|---------| + 65.58 | 11.81 | 3.51 | - | + ---------|---------|---------|---------| + 65.58 | 11.81 | 3.01 | - | + ---------|---------|---------|---------| + 65.58 | 11.81 | 2.51 | - | + ---------|---------|---------|---------| + 65.58 | 11.81 | 2.01 | - | + ---------|---------|---------|---------| + 65.58 | 11.81 | 1.50 | - | + ---------|---------|---------|---------| + 65.58 | 11.81 | 1.00 | - | + ---------|---------|---------|---------| + 65.58 | 11.81 | 0.50 | - | + ---------|---------|---------|---------| + 65.58 | 14.59 | 7.29 | - | + ---------|---------|---------|---------| + 65.58 | 14.59 | 6.79 | - | + ---------|---------|---------|---------| + 65.58 | 14.59 | 6.29 | - | + ---------|---------|---------|---------| + 65.58 | 14.59 | 5.79 | - | + ---------|---------|---------|---------| + 65.58 | 14.59 | 5.29 | - | + ---------|---------|---------|---------| + 65.58 | 14.59 | 4.78 | - | + ---------|---------|---------|---------| + 65.58 | 14.59 | 4.28 | - | + ---------|---------|---------|---------| + 65.58 | 14.59 | 3.78 | - | + ---------|---------|---------|---------| + 65.58 | 14.59 | 3.28 | - | + ---------|---------|---------|---------| + 65.58 | 17.37 | 10.07 | 1.77 | Evaluated earlier. + 65.58 | 17.37 | 9.57 | - | + 65.58 | 17.37 | 9.07 | - | + 65.58 | 17.37 | 8.56 | - | + 65.58 | 17.37 | 8.06 | - | + 65.58 | 17.37 | 7.56 | - | + 65.58 | 17.37 | 7.06 | - | + 65.58 | 17.37 | 6.56 | - | + 65.58 | 17.37 | 6.06 | - | + 65.58 | 20.15 | 12.85 | 1.63 | Evaluated earlier. + 65.58 | 20.15 | 12.35 | - | + 65.58 | 20.15 | 11.84 | - | + 65.58 | 20.15 | 11.34 | - | + 65.58 | 20.15 | 10.84 | - | + 65.58 | 20.15 | 10.34 | - | + 65.58 | 20.15 | 9.84 | - | + 65.58 | 20.15 | 9.34 | - | + 65.58 | 20.15 | 8.83 | - | + 65.58 | 22.92 | 15.62 | 1.57 | Evaluated earlier. + 65.58 | 22.92 | 15.12 | - | + 65.58 | 22.92 | 14.62 | - | + 65.58 | 22.92 | 14.12 | - | + 65.58 | 22.92 | 13.62 | - | + 65.58 | 22.92 | 13.12 | - | + 65.58 | 22.92 | 12.62 | - | + 65.58 | 22.92 | 12.11 | - | + 65.58 | 22.92 | 11.61 | - | + 65.58 | 25.70 | 18.40 | 1.56 | Evaluated earlier. + 65.58 | 25.70 | 17.90 | 1.53 | Evaluated earlier. + 65.58 | 25.70 | 17.40 | - | + 65.58 | 25.70 | 16.90 | - | + 65.58 | 25.70 | 16.40 | - | + 65.58 | 25.70 | 15.89 | - | + 65.58 | 25.70 | 15.39 | - | + 65.58 | 25.70 | 14.89 | - | + 65.58 | 25.70 | 14.39 | - | + 65.58 | 28.48 | 21.18 | 1.61 | Evaluated earlier. + 65.58 | 28.48 | 20.68 | 1.55 | Evaluated earlier. + 65.58 | 28.48 | 20.18 | - | + 65.58 | 28.48 | 19.68 | - | + 65.58 | 28.48 | 19.17 | - | + 65.58 | 28.48 | 18.67 | - | + 65.58 | 28.48 | 18.17 | - | + 65.58 | 28.48 | 17.67 | - | + 65.58 | 28.48 | 17.17 | - | + 65.58 | 31.26 | 23.96 | 1.71 | Evaluated earlier. + 65.58 | 31.26 | 23.46 | 1.61 | Evaluated earlier. + 65.58 | 31.26 | 22.95 | - | + 65.58 | 31.26 | 22.45 | - | + 65.58 | 31.26 | 21.95 | - | + 65.58 | 31.26 | 21.45 | - | + 65.58 | 31.26 | 20.95 | - | + 65.58 | 31.26 | 20.45 | - | + 65.58 | 31.26 | 19.95 | - | + 65.58 | 34.03 | 26.74 | 1.82 | Evaluated earlier. + 65.58 | 34.03 | 26.23 | 1.71 | Evaluated earlier. + 65.58 | 34.03 | 25.73 | 1.59 | + 65.58 | 34.03 | 25.23 | - | + 65.58 | 34.03 | 24.73 | - | + 65.58 | 34.03 | 24.23 | - | + 65.58 | 34.03 | 23.73 | - | + 65.58 | 34.03 | 23.23 | - | + 65.58 | 34.03 | 22.72 | - | + 65.58 | 36.81 | 29.51 | 1.92 | Evaluated earlier. + 65.58 | 36.81 | 29.01 | 1.82 | Evaluated earlier. + 65.58 | 36.81 | 28.51 | 1.69 | + 65.58 | 36.81 | 28.01 | - | + 65.58 | 36.81 | 27.51 | - | + 65.58 | 36.81 | 27.01 | - | + 65.58 | 36.81 | 26.50 | - | + 65.58 | 36.81 | 26.00 | - | + 65.58 | 36.81 | 25.50 | - | + ---------|---------|---------|---------| + 68.36 | 11.81 | 4.51 | - | + ---------|---------|---------|---------| + 68.36 | 11.81 | 4.01 | - | + ---------|---------|---------|---------| + 68.36 | 11.81 | 3.51 | - | + ---------|---------|---------|---------| + 68.36 | 11.81 | 3.01 | - | + ---------|---------|---------|---------| + 68.36 | 11.81 | 2.51 | - | + ---------|---------|---------|---------| + 68.36 | 11.81 | 2.01 | - | + ---------|---------|---------|---------| + 68.36 | 11.81 | 1.50 | - | + ---------|---------|---------|---------| + 68.36 | 11.81 | 1.00 | - | + ---------|---------|---------|---------| + 68.36 | 11.81 | 0.50 | - | + ---------|---------|---------|---------| + 68.36 | 14.59 | 7.29 | - | + ---------|---------|---------|---------| + 68.36 | 14.59 | 6.79 | - | + ---------|---------|---------|---------| + 68.36 | 14.59 | 6.29 | - | + ---------|---------|---------|---------| + 68.36 | 14.59 | 5.79 | - | + ---------|---------|---------|---------| + 68.36 | 14.59 | 5.29 | - | + ---------|---------|---------|---------| + 68.36 | 14.59 | 4.78 | - | + ---------|---------|---------|---------| + 68.36 | 14.59 | 4.28 | - | + ---------|---------|---------|---------| + 68.36 | 14.59 | 3.78 | - | + ---------|---------|---------|---------| + 68.36 | 14.59 | 3.28 | - | + ---------|---------|---------|---------| + 68.36 | 17.37 | 10.07 | - | + ---------|---------|---------|---------| + 68.36 | 17.37 | 9.57 | - | + ---------|---------|---------|---------| + 68.36 | 17.37 | 9.07 | - | + ---------|---------|---------|---------| + 68.36 | 17.37 | 8.56 | - | + ---------|---------|---------|---------| + 68.36 | 17.37 | 8.06 | - | + ---------|---------|---------|---------| + 68.36 | 17.37 | 7.56 | - | + ---------|---------|---------|---------| + 68.36 | 17.37 | 7.06 | - | + ---------|---------|---------|---------| + 68.36 | 17.37 | 6.56 | - | + ---------|---------|---------|---------| + 68.36 | 17.37 | 6.06 | - | + ---------|---------|---------|---------| + 68.36 | 20.15 | 12.85 | - | + ---------|---------|---------|---------| + 68.36 | 20.15 | 12.35 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=62.66 till 64.94 taken. + ---------|---------|---------|---------| + 68.36 | 20.15 | 11.84 | - | + ---------|---------|---------|---------| + 68.36 | 20.15 | 11.34 | - | + ---------|---------|---------|---------| + 68.36 | 20.15 | 10.84 | - | + ---------|---------|---------|---------| + 68.36 | 20.15 | 10.34 | - | + ---------|---------|---------|---------| + 68.36 | 20.15 | 9.84 | - | + ---------|---------|---------|---------| + 68.36 | 20.15 | 9.34 | - | + ---------|---------|---------|---------| + 68.36 | 20.15 | 8.83 | - | + ---------|---------|---------|---------| + 68.36 | 22.92 | 15.62 | - | + ---------|---------|---------|---------| + 68.36 | 22.92 | 15.12 | - | + ---------|---------|---------|---------| + 68.36 | 22.92 | 14.62 | - | + ---------|---------|---------|---------| + 68.36 | 22.92 | 14.12 | - | + ---------|---------|---------|---------| + 68.36 | 22.92 | 13.62 | - | + ---------|---------|---------|---------| + 68.36 | 22.92 | 13.12 | - | + ---------|---------|---------|---------| + 68.36 | 22.92 | 12.62 | - | + ---------|---------|---------|---------| + 68.36 | 22.92 | 12.11 | - | + ---------|---------|---------|---------| + 68.36 | 22.92 | 11.61 | - | + ---------|---------|---------|---------| + 68.36 | 25.70 | 18.40 | - | + ---------|---------|---------|---------| + 68.36 | 25.70 | 17.90 | - | + ---------|---------|---------|---------| + 68.36 | 25.70 | 17.40 | - | + ---------|---------|---------|---------| + 68.36 | 25.70 | 16.90 | - | + ---------|---------|---------|---------| + 68.36 | 25.70 | 16.40 | - | + ---------|---------|---------|---------| + 68.36 | 25.70 | 15.89 | - | + ---------|---------|---------|---------| + 68.36 | 25.70 | 15.39 | - | + ---------|---------|---------|---------| + 68.36 | 25.70 | 14.89 | - | + ---------|---------|---------|---------| + 68.36 | 25.70 | 14.39 | - | + ---------|---------|---------|---------| + 68.36 | 28.48 | 21.18 | - | + ---------|---------|---------|---------| + 68.36 | 28.48 | 20.68 | - | + ---------|---------|---------|---------| + 68.36 | 28.48 | 20.18 | - | + ---------|---------|---------|---------| + 68.36 | 28.48 | 19.68 | - | + ---------|---------|---------|---------| + 68.36 | 28.48 | 19.17 | - | + ---------|---------|---------|---------| + 68.36 | 28.48 | 18.67 | - | + ---------|---------|---------|---------| + 68.36 | 28.48 | 18.17 | - | + ---------|---------|---------|---------| + 68.36 | 28.48 | 17.67 | - | + ---------|---------|---------|---------| + 68.36 | 28.48 | 17.17 | - | + ---------|---------|---------|---------| + 68.36 | 31.26 | 23.96 | - | + ---------|---------|---------|---------| + 68.36 | 31.26 | 23.46 | - | + ---------|---------|---------|---------| + 68.36 | 31.26 | 22.95 | - | + ---------|---------|---------|---------| + 68.36 | 31.26 | 22.45 | - | + ---------|---------|---------|---------| + 68.36 | 31.26 | 21.95 | - | + ---------|---------|---------|---------| + 68.36 | 31.26 | 21.45 | - | + ---------|---------|---------|---------| + 68.36 | 31.26 | 20.95 | - | + ---------|---------|---------|---------| + 68.36 | 31.26 | 20.45 | - | + ---------|---------|---------|---------| + 68.36 | 31.26 | 19.95 | - | + ---------|---------|---------|---------| + 68.36 | 34.03 | 26.74 | 1.73 | Evaluated earlier. + 68.36 | 34.03 | 26.23 | - | + 68.36 | 34.03 | 25.73 | - | + 68.36 | 34.03 | 25.23 | - | + 68.36 | 34.03 | 24.73 | - | + 68.36 | 34.03 | 24.23 | - | + 68.36 | 34.03 | 23.73 | - | + 68.36 | 34.03 | 23.23 | - | + 68.36 | 34.03 | 22.72 | - | + 68.36 | 36.81 | 29.51 | 1.74 | Evaluated earlier. + 68.36 | 36.81 | 29.01 | - | + 68.36 | 36.81 | 28.51 | - | + 68.36 | 36.81 | 28.01 | - | + 68.36 | 36.81 | 27.51 | - | + 68.36 | 36.81 | 27.01 | - | + 68.36 | 36.81 | 26.50 | - | + 68.36 | 36.81 | 26.00 | - | + 68.36 | 36.81 | 25.50 | - | + ---------|---------|---------|---------| + 71.14 | 11.81 | 4.51 | - | + ---------|---------|---------|---------| + 71.14 | 11.81 | 4.01 | - | + ---------|---------|---------|---------| + 71.14 | 11.81 | 3.51 | - | + ---------|---------|---------|---------| + 71.14 | 11.81 | 3.01 | - | + ---------|---------|---------|---------| + 71.14 | 11.81 | 2.51 | - | + ---------|---------|---------|---------| + 71.14 | 11.81 | 2.01 | - | + ---------|---------|---------|---------| + 71.14 | 11.81 | 1.50 | - | + ---------|---------|---------|---------| + 71.14 | 11.81 | 1.00 | - | + ---------|---------|---------|---------| + 71.14 | 11.81 | 0.50 | - | + ---------|---------|---------|---------| + 71.14 | 14.59 | 7.29 | - | + ---------|---------|---------|---------| + 71.14 | 14.59 | 6.79 | - | + ---------|---------|---------|---------| + 71.14 | 14.59 | 6.29 | - | + ---------|---------|---------|---------| + 71.14 | 14.59 | 5.79 | - | + ---------|---------|---------|---------| + 71.14 | 14.59 | 5.29 | - | + ---------|---------|---------|---------| + 71.14 | 14.59 | 4.78 | - | + ---------|---------|---------|---------| + 71.14 | 14.59 | 4.28 | - | + ---------|---------|---------|---------| + 71.14 | 14.59 | 3.78 | - | + ---------|---------|---------|---------| + 71.14 | 14.59 | 3.28 | - | + ---------|---------|---------|---------| + 71.14 | 17.37 | 10.07 | - | + ---------|---------|---------|---------| + 71.14 | 17.37 | 9.57 | - | + ---------|---------|---------|---------| + 71.14 | 17.37 | 9.07 | - | + ---------|---------|---------|---------| + 71.14 | 17.37 | 8.56 | - | + ---------|---------|---------|---------| + 71.14 | 17.37 | 8.06 | - | + ---------|---------|---------|---------| + 71.14 | 17.37 | 7.56 | - | + ---------|---------|---------|---------| + 71.14 | 17.37 | 7.06 | - | + ---------|---------|---------|---------| + 71.14 | 17.37 | 6.56 | - | + ---------|---------|---------|---------| + 71.14 | 17.37 | 6.06 | - | + ---------|---------|---------|---------| + 71.14 | 20.15 | 12.85 | - | + ---------|---------|---------|---------| + 71.14 | 20.15 | 12.35 | - | + ---------|---------|---------|---------| + 71.14 | 20.15 | 11.84 | - | + ---------|---------|---------|---------| + 71.14 | 20.15 | 11.34 | - | + ---------|---------|---------|---------| + 71.14 | 20.15 | 10.84 | - | + ---------|---------|---------|---------| + 71.14 | 20.15 | 10.34 | - | + ---------|---------|---------|---------| + 71.14 | 20.15 | 9.84 | - | + ---------|---------|---------|---------| + 71.14 | 20.15 | 9.34 | - | + ---------|---------|---------|---------| + 71.14 | 20.15 | 8.83 | - | + ---------|---------|---------|---------| + 71.14 | 22.92 | 15.62 | - | + ---------|---------|---------|---------| + 71.14 | 22.92 | 15.12 | - | + ---------|---------|---------|---------| + 71.14 | 22.92 | 14.62 | - | + ---------|---------|---------|---------| + 71.14 | 22.92 | 14.12 | - | + ---------|---------|---------|---------| + 71.14 | 22.92 | 13.62 | - | + ---------|---------|---------|---------| + 71.14 | 22.92 | 13.12 | - | + ---------|---------|---------|---------| + 71.14 | 22.92 | 12.62 | - | + ---------|---------|---------|---------| + 71.14 | 22.92 | 12.11 | - | + ---------|---------|---------|---------| + 71.14 | 22.92 | 11.61 | - | + ---------|---------|---------|---------| + 71.14 | 25.70 | 18.40 | - | + ---------|---------|---------|---------| + 71.14 | 25.70 | 17.90 | - | + ---------|---------|---------|---------| + 71.14 | 25.70 | 17.40 | - | + ---------|---------|---------|---------| + 71.14 | 25.70 | 16.90 | - | + ---------|---------|---------|---------| + 71.14 | 25.70 | 16.40 | - | + ---------|---------|---------|---------| + 71.14 | 25.70 | 15.89 | - | + ---------|---------|---------|---------| + 71.14 | 25.70 | 15.39 | - | + ---------|---------|---------|---------| + 71.14 | 25.70 | 14.89 | - | + ---------|---------|---------|---------| + 71.14 | 25.70 | 14.39 | - | + ---------|---------|---------|---------| + 71.14 | 28.48 | 21.18 | - | + ---------|---------|---------|---------| + 71.14 | 28.48 | 20.68 | - | + ---------|---------|---------|---------| + 71.14 | 28.48 | 20.18 | - | + ---------|---------|---------|---------| + 71.14 | 28.48 | 19.68 | - | + ---------|---------|---------|---------| + 71.14 | 28.48 | 19.17 | - | + ---------|---------|---------|---------| + 71.14 | 28.48 | 18.67 | - | + ---------|---------|---------|---------| + 71.14 | 28.48 | 18.17 | - | + ---------|---------|---------|---------| + 71.14 | 28.48 | 17.67 | - | + ---------|---------|---------|---------| + 71.14 | 28.48 | 17.17 | - | + ---------|---------|---------|---------| + 71.14 | 31.26 | 23.96 | - | + ---------|---------|---------|---------| + 71.14 | 31.26 | 23.46 | - | + ---------|---------|---------|---------| + 71.14 | 31.26 | 22.95 | - | + ---------|---------|---------|---------| + 71.14 | 31.26 | 22.45 | - | + ---------|---------|---------|---------| + 71.14 | 31.26 | 21.95 | - | + ---------|---------|---------|---------| + 71.14 | 31.26 | 21.45 | - | + ---------|---------|---------|---------| + 71.14 | 31.26 | 20.95 | - | + ---------|---------|---------|---------| + 71.14 | 31.26 | 20.45 | - | + ---------|---------|---------|---------| + 71.14 | 31.26 | 19.95 | - | + ---------|---------|---------|---------| + 71.14 | 34.03 | 26.74 | - | + ---------|---------|---------|---------| + 71.14 | 34.03 | 26.23 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=60.40 till 62.42 taken. + ---------|---------|---------|---------| + 71.14 | 34.03 | 25.73 | - | + ---------|---------|---------|---------| + 71.14 | 34.03 | 25.23 | - | + ---------|---------|---------|---------| + 71.14 | 34.03 | 24.73 | - | + ---------|---------|---------|---------| + 71.14 | 34.03 | 24.23 | - | + ---------|---------|---------|---------| + 71.14 | 34.03 | 23.73 | - | + ---------|---------|---------|---------| + 71.14 | 34.03 | 23.23 | - | + ---------|---------|---------|---------| + 71.14 | 34.03 | 22.72 | - | + ---------|---------|---------|---------| + 71.14 | 36.81 | 29.51 | - | + ---------|---------|---------|---------| + 71.14 | 36.81 | 29.01 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=57.13 till 63.77 taken. + ---------|---------|---------|---------| + 71.14 | 36.81 | 28.51 | - | + ---------|---------|---------|---------| + 71.14 | 36.81 | 28.01 | - | + ---------|---------|---------|---------| + 71.14 | 36.81 | 27.51 | - | + ---------|---------|---------|---------| + 71.14 | 36.81 | 27.01 | - | + ---------|---------|---------|---------| + 71.14 | 36.81 | 26.50 | - | + ---------|---------|---------|---------| + 71.14 | 36.81 | 26.00 | - | + ---------|---------|---------|---------| + 71.14 | 36.81 | 25.50 | - | + ---------|---------|---------|---------| + 73.92 | 11.81 | 4.51 | - | + ---------|---------|---------|---------| + 73.92 | 11.81 | 4.01 | - | + ---------|---------|---------|---------| + 73.92 | 11.81 | 3.51 | - | + ---------|---------|---------|---------| + 73.92 | 11.81 | 3.01 | - | + ---------|---------|---------|---------| + 73.92 | 11.81 | 2.51 | - | + ---------|---------|---------|---------| + 73.92 | 11.81 | 2.01 | - | + ---------|---------|---------|---------| + 73.92 | 11.81 | 1.50 | - | + ---------|---------|---------|---------| + 73.92 | 11.81 | 1.00 | - | + ---------|---------|---------|---------| + 73.92 | 11.81 | 0.50 | - | + ---------|---------|---------|---------| + 73.92 | 14.59 | 7.29 | - | + ---------|---------|---------|---------| + 73.92 | 14.59 | 6.79 | - | + ---------|---------|---------|---------| + 73.92 | 14.59 | 6.29 | - | + ---------|---------|---------|---------| + 73.92 | 14.59 | 5.79 | - | + ---------|---------|---------|---------| + 73.92 | 14.59 | 5.29 | - | + ---------|---------|---------|---------| + 73.92 | 14.59 | 4.78 | - | + ---------|---------|---------|---------| + 73.92 | 14.59 | 4.28 | - | + ---------|---------|---------|---------| + 73.92 | 14.59 | 3.78 | - | + ---------|---------|---------|---------| + 73.92 | 14.59 | 3.28 | - | + ---------|---------|---------|---------| + 73.92 | 17.37 | 10.07 | - | + ---------|---------|---------|---------| + 73.92 | 17.37 | 9.57 | - | + ---------|---------|---------|---------| + 73.92 | 17.37 | 9.07 | - | + ---------|---------|---------|---------| + 73.92 | 17.37 | 8.56 | - | + ---------|---------|---------|---------| + 73.92 | 17.37 | 8.06 | - | + ---------|---------|---------|---------| + 73.92 | 17.37 | 7.56 | - | + ---------|---------|---------|---------| + 73.92 | 17.37 | 7.06 | - | + ---------|---------|---------|---------| + 73.92 | 17.37 | 6.56 | - | + ---------|---------|---------|---------| + 73.92 | 17.37 | 6.06 | - | + ---------|---------|---------|---------| + 73.92 | 20.15 | 12.85 | - | + ---------|---------|---------|---------| + 73.92 | 20.15 | 12.35 | - | + ---------|---------|---------|---------| + 73.92 | 20.15 | 11.84 | - | + ---------|---------|---------|---------| + 73.92 | 20.15 | 11.34 | - | + ---------|---------|---------|---------| + 73.92 | 20.15 | 10.84 | - | + ---------|---------|---------|---------| + 73.92 | 20.15 | 10.34 | - | + ---------|---------|---------|---------| + 73.92 | 20.15 | 9.84 | - | + ---------|---------|---------|---------| + 73.92 | 20.15 | 9.34 | - | + ---------|---------|---------|---------| + 73.92 | 20.15 | 8.83 | - | + ---------|---------|---------|---------| + 73.92 | 22.92 | 15.62 | - | + ---------|---------|---------|---------| + 73.92 | 22.92 | 15.12 | - | + ---------|---------|---------|---------| + 73.92 | 22.92 | 14.62 | - | + ---------|---------|---------|---------| + 73.92 | 22.92 | 14.12 | - | + ---------|---------|---------|---------| + 73.92 | 22.92 | 13.62 | - | + ---------|---------|---------|---------| + 73.92 | 22.92 | 13.12 | - | + ---------|---------|---------|---------| + 73.92 | 22.92 | 12.62 | - | + ---------|---------|---------|---------| + 73.92 | 22.92 | 12.11 | - | + ---------|---------|---------|---------| + 73.92 | 22.92 | 11.61 | - | + ---------|---------|---------|---------| + 73.92 | 25.70 | 18.40 | - | + ---------|---------|---------|---------| + 73.92 | 25.70 | 17.90 | - | + ---------|---------|---------|---------| + 73.92 | 25.70 | 17.40 | - | + ---------|---------|---------|---------| + 73.92 | 25.70 | 16.90 | - | + ---------|---------|---------|---------| + 73.92 | 25.70 | 16.40 | - | + ---------|---------|---------|---------| + 73.92 | 25.70 | 15.89 | - | + ---------|---------|---------|---------| + 73.92 | 25.70 | 15.39 | - | + ---------|---------|---------|---------| + 73.92 | 25.70 | 14.89 | - | + ---------|---------|---------|---------| + 73.92 | 25.70 | 14.39 | - | + ---------|---------|---------|---------| + 73.92 | 28.48 | 21.18 | - | + ---------|---------|---------|---------| + 73.92 | 28.48 | 20.68 | - | + ---------|---------|---------|---------| + 73.92 | 28.48 | 20.18 | - | + ---------|---------|---------|---------| + 73.92 | 28.48 | 19.68 | - | + ---------|---------|---------|---------| + 73.92 | 28.48 | 19.17 | - | + ---------|---------|---------|---------| + 73.92 | 28.48 | 18.67 | - | + ---------|---------|---------|---------| + 73.92 | 28.48 | 18.17 | - | + ---------|---------|---------|---------| + 73.92 | 28.48 | 17.67 | - | + ---------|---------|---------|---------| + 73.92 | 28.48 | 17.17 | - | + ---------|---------|---------|---------| + 73.92 | 31.26 | 23.96 | - | + ---------|---------|---------|---------| + 73.92 | 31.26 | 23.46 | - | + ---------|---------|---------|---------| + 73.92 | 31.26 | 22.95 | - | + ---------|---------|---------|---------| + 73.92 | 31.26 | 22.45 | - | + ---------|---------|---------|---------| + 73.92 | 31.26 | 21.95 | - | + ---------|---------|---------|---------| + 73.92 | 31.26 | 21.45 | - | + ---------|---------|---------|---------| + 73.92 | 31.26 | 20.95 | - | + ---------|---------|---------|---------| + 73.92 | 31.26 | 20.45 | - | + ---------|---------|---------|---------| + 73.92 | 31.26 | 19.95 | - | + ---------|---------|---------|---------| + 73.92 | 34.03 | 26.74 | - | + ---------|---------|---------|---------| + 73.92 | 34.03 | 26.23 | - | + ---------|---------|---------|---------| + 73.92 | 34.03 | 25.73 | - | + ---------|---------|---------|---------| + 73.92 | 34.03 | 25.23 | - | + ---------|---------|---------|---------| + 73.92 | 34.03 | 24.73 | - | + ---------|---------|---------|---------| + 73.92 | 34.03 | 24.23 | - | + ---------|---------|---------|---------| + 73.92 | 34.03 | 23.73 | - | + ---------|---------|---------|---------| + 73.92 | 34.03 | 23.23 | - | + ---------|---------|---------|---------| + 73.92 | 34.03 | 22.72 | - | + ---------|---------|---------|---------| + 73.92 | 36.81 | 29.51 | - | + ---------|---------|---------|---------| + 73.92 | 36.81 | 29.01 | - | + ---------|---------|---------|---------| + 73.92 | 36.81 | 28.51 | - | + ---------|---------|---------|---------| + 73.92 | 36.81 | 28.01 | - | + ---------|---------|---------|---------| + 73.92 | 36.81 | 27.51 | - | + ---------|---------|---------|---------| + 73.92 | 36.81 | 27.01 | - | + ---------|---------|---------|---------| + 73.92 | 36.81 | 26.50 | - | + ---------|---------|---------|---------| + 73.92 | 36.81 | 26.00 | - | + ---------|---------|---------|---------| + 73.92 | 36.81 | 25.50 | - | + ---------|---------|---------|---------| + 76.69 | 11.81 | 4.51 | - | + ---------|---------|---------|---------| + 76.69 | 11.81 | 4.01 | - | + ---------|---------|---------|---------| + 76.69 | 11.81 | 3.51 | - | + ---------|---------|---------|---------| + 76.69 | 11.81 | 3.01 | - | + ---------|---------|---------|---------| + 76.69 | 11.81 | 2.51 | - | + ---------|---------|---------|---------| + 76.69 | 11.81 | 2.01 | - | + ---------|---------|---------|---------| + 76.69 | 11.81 | 1.50 | - | + ---------|---------|---------|---------| + 76.69 | 11.81 | 1.00 | - | + ---------|---------|---------|---------| + 76.69 | 11.81 | 0.50 | - | + ---------|---------|---------|---------| + 76.69 | 14.59 | 7.29 | - | + ---------|---------|---------|---------| + 76.69 | 14.59 | 6.79 | - | + ---------|---------|---------|---------| + 76.69 | 14.59 | 6.29 | - | + ---------|---------|---------|---------| + 76.69 | 14.59 | 5.79 | - | + ---------|---------|---------|---------| + 76.69 | 14.59 | 5.29 | - | + ---------|---------|---------|---------| + 76.69 | 14.59 | 4.78 | - | + ---------|---------|---------|---------| + 76.69 | 14.59 | 4.28 | - | + ---------|---------|---------|---------| + 76.69 | 14.59 | 3.78 | - | + ---------|---------|---------|---------| + 76.69 | 14.59 | 3.28 | - | + ---------|---------|---------|---------| + 76.69 | 17.37 | 10.07 | - | + ---------|---------|---------|---------| + 76.69 | 17.37 | 9.57 | - | + ---------|---------|---------|---------| + 76.69 | 17.37 | 9.07 | - | + ---------|---------|---------|---------| + 76.69 | 17.37 | 8.56 | - | + ---------|---------|---------|---------| + 76.69 | 17.37 | 8.06 | - | + ---------|---------|---------|---------| + 76.69 | 17.37 | 7.56 | - | + ---------|---------|---------|---------| + 76.69 | 17.37 | 7.06 | - | + ---------|---------|---------|---------| + 76.69 | 17.37 | 6.56 | - | + ---------|---------|---------|---------| + 76.69 | 17.37 | 6.06 | - | + ---------|---------|---------|---------| + 76.69 | 20.15 | 12.85 | - | + ---------|---------|---------|---------| + 76.69 | 20.15 | 12.35 | - | + ---------|---------|---------|---------| + 76.69 | 20.15 | 11.84 | - | + ---------|---------|---------|---------| + 76.69 | 20.15 | 11.34 | - | + ---------|---------|---------|---------| + 76.69 | 20.15 | 10.84 | - | + ---------|---------|---------|---------| + 76.69 | 20.15 | 10.34 | - | + ---------|---------|---------|---------| + 76.69 | 20.15 | 9.84 | - | + ---------|---------|---------|---------| + 76.69 | 20.15 | 9.34 | - | + ---------|---------|---------|---------| + 76.69 | 20.15 | 8.83 | - | + ---------|---------|---------|---------| + 76.69 | 22.92 | 15.62 | - | + ---------|---------|---------|---------| + 76.69 | 22.92 | 15.12 | - | + ---------|---------|---------|---------| + 76.69 | 22.92 | 14.62 | - | + ---------|---------|---------|---------| + 76.69 | 22.92 | 14.12 | - | + ---------|---------|---------|---------| + 76.69 | 22.92 | 13.62 | - | + ---------|---------|---------|---------| + 76.69 | 22.92 | 13.12 | - | + ---------|---------|---------|---------| + 76.69 | 22.92 | 12.62 | - | + ---------|---------|---------|---------| + 76.69 | 22.92 | 12.11 | - | + ---------|---------|---------|---------| + 76.69 | 22.92 | 11.61 | - | + ---------|---------|---------|---------| + 76.69 | 25.70 | 18.40 | - | + ---------|---------|---------|---------| + 76.69 | 25.70 | 17.90 | - | + ---------|---------|---------|---------| + 76.69 | 25.70 | 17.40 | - | + ---------|---------|---------|---------| + 76.69 | 25.70 | 16.90 | - | + ---------|---------|---------|---------| + 76.69 | 25.70 | 16.40 | - | + ---------|---------|---------|---------| + 76.69 | 25.70 | 15.89 | - | + ---------|---------|---------|---------| + 76.69 | 25.70 | 15.39 | - | + ---------|---------|---------|---------| + 76.69 | 25.70 | 14.89 | - | + ---------|---------|---------|---------| + 76.69 | 25.70 | 14.39 | - | + ---------|---------|---------|---------| + 76.69 | 28.48 | 21.18 | - | + ---------|---------|---------|---------| + 76.69 | 28.48 | 20.68 | - | + ---------|---------|---------|---------| + 76.69 | 28.48 | 20.18 | - | + 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---------|---------|---------|---------| + 64.19 | 35.42 | 30.63 | 3.27 | + ---------|---------|---------|---------| + 64.19 | 35.42 | 30.13 | 2.84 | + ---------|---------|---------|---------| + 64.19 | 35.42 | 29.63 | 2.39 | + ---------|---------|---------|---------| + 64.19 | 35.42 | 29.13 | 2.25 | + ---------|---------|---------|---------| + 64.19 | 35.42 | 28.63 | 12.13 | + ---------|---------|---------|---------| + 64.19 | 35.42 | 28.12 | 12.03 | + ---------|---------|---------|---------| + 64.19 | 35.42 | 27.62 | 11.94 | + ---------|---------|---------|---------| + 64.19 | 38.20 | 34.41 | 4.17 | + ---------|---------|---------|---------| + 64.19 | 38.20 | 33.91 | 3.84 | + ---------|---------|---------|---------| + 64.19 | 38.20 | 33.41 | 3.47 | + ---------|---------|---------|---------| + 64.19 | 38.20 | 32.91 | 3.01 | + ---------|---------|---------|---------| + 64.19 | 38.20 | 32.41 | 2.53 | + ---------|---------|---------|---------| + 64.19 | 38.20 | 31.91 | 2.38 | + ---------|---------|---------|---------| + 64.19 | 38.20 | 31.40 | 2.25 | + ---------|---------|---------|---------| + 64.19 | 38.20 | 30.90 | 12.14 | + ---------|---------|---------|---------| + 64.19 | 38.20 | 30.40 | 12.06 | + ---------|---------|---------|---------| + 64.19 | 40.98 | 37.19 | 4.45 | + ---------|---------|---------|---------| + 64.19 | 40.98 | 36.69 | 4.08 | + ---------|---------|---------|---------| + 64.19 | 40.98 | 36.19 | 3.69 | + ---------|---------|---------|---------| + 64.19 | 40.98 | 35.69 | 3.20 | + ---------|---------|---------|---------| + 64.19 | 40.98 | 35.18 | 2.68 | + ---------|---------|---------|---------| + 64.19 | 40.98 | 34.68 | 2.51 | + ---------|---------|---------|---------| + 64.19 | 40.98 | 34.18 | 2.37 | + ---------|---------|---------|---------| + 64.19 | 40.98 | 33.68 | 2.25 | + ---------|---------|---------|---------| + 64.19 | 40.98 | 33.18 | 12.17 | + ---------|---------|---------|---------| + 66.97 | 15.98 | 12.19 | 13.48 | + ---------|---------|---------|---------| + 66.97 | 15.98 | 11.69 | 13.33 | + ---------|---------|---------|---------| + 66.97 | 15.98 | 11.19 | 13.11 | + ---------|---------|---------|---------| + 66.97 | 15.98 | 10.69 | 12.30 | + ---------|---------|---------|---------| + 66.97 | 15.98 | 10.18 | 12.27 | + ---------|---------|---------|---------| + 66.97 | 15.98 | 9.68 | 12.28 | + ---------|---------|---------|---------| + 66.97 | 15.98 | 9.18 | - | + ---------|---------|---------|---------| + 66.97 | 15.98 | 8.68 | - | + ---------|---------|---------|---------| + 66.97 | 15.98 | 8.18 | - | + ---------|---------|---------|---------| + 66.97 | 18.76 | 14.97 | 13.02 | + ---------|---------|---------|---------| + 66.97 | 18.76 | 14.47 | 12.89 | + ---------|---------|---------|---------| + 66.97 | 18.76 | 13.97 | 12.71 | + ---------|---------|---------|---------| + 66.97 | 18.76 | 13.46 | 12.08 | + ---------|---------|---------|---------| + 66.97 | 18.76 | 12.96 | 11.99 | + ---------|---------|---------|---------| + 66.97 | 18.76 | 12.46 | 11.97 | + ---------|---------|---------|---------| + 66.97 | 18.76 | 11.96 | 12.06 | + ---------|---------|---------|---------| + 66.97 | 18.76 | 11.46 | - | + ---------|---------|---------|---------| + 66.97 | 18.76 | 10.96 | - | + ---------|---------|---------|---------| + 66.97 | 21.53 | 17.75 | 12.93 | + ---------|---------|---------|---------| + 66.97 | 21.53 | 17.24 | 12.72 | + ---------|---------|---------|---------| + 66.97 | 21.53 | 16.74 | 12.50 | + ---------|---------|---------|---------| + 66.97 | 21.53 | 16.24 | 11.89 | + ---------|---------|---------|---------| + 66.97 | 21.53 | 15.74 | 11.84 | + ---------|---------|---------|---------| + 66.97 | 21.53 | 15.24 | 11.82 | + ---------|---------|---------|---------| + 66.97 | 21.53 | 14.74 | 11.84 | + ---------|---------|---------|---------| + 66.97 | 21.53 | 14.24 | - | + ---------|---------|---------|---------| + 66.97 | 21.53 | 13.73 | - | + ---------|---------|---------|---------| + 66.97 | 24.31 | 20.52 | 12.99 | + ---------|---------|---------|---------| + 66.97 | 24.31 | 20.02 | 12.77 | + ---------|---------|---------|---------| + 66.97 | 24.31 | 19.52 | 12.50 | + ---------|---------|---------|---------| + 66.97 | 24.31 | 19.02 | 11.94 | + ---------|---------|---------|---------| + 66.97 | 24.31 | 18.52 | 11.78 | + ---------|---------|---------|---------| + 66.97 | 24.31 | 18.02 | 11.71 | + ---------|---------|---------|---------| + 66.97 | 24.31 | 17.52 | 11.73 | + ---------|---------|---------|---------| + 66.97 | 24.31 | 17.01 | - | + ---------|---------|---------|---------| + 66.97 | 24.31 | 16.51 | - | + ---------|---------|---------|---------| + 66.97 | 27.09 | 23.30 | 13.09 | + ---------|---------|---------|---------| + 66.97 | 27.09 | 22.80 | 12.86 | + ---------|---------|---------|---------| + 66.97 | 27.09 | 22.30 | 12.59 | + ---------|---------|---------|---------| + 66.97 | 27.09 | 21.80 | 12.03 | + ---------|---------|---------|---------| + 66.97 | 27.09 | 21.30 | 11.82 | + ---------|---------|---------|---------| + 66.97 | 27.09 | 20.79 | 11.71 | + ---------|---------|---------|---------| + 66.97 | 27.09 | 20.29 | 11.68 | + ---------|---------|---------|---------| + 66.97 | 27.09 | 19.79 | 11.65 | + ---------|---------|---------|---------| + 66.97 | 27.09 | 19.29 | - | + ---------|---------|---------|---------| + 66.97 | 29.87 | 26.08 | 13.20 | + ---------|---------|---------|---------| + 66.97 | 29.87 | 25.58 | 12.97 | + ---------|---------|---------|---------| + 66.97 | 29.87 | 25.08 | 12.69 | + ---------|---------|---------|---------| + 66.97 | 29.87 | 24.58 | 12.14 | + ---------|---------|---------|---------| + 66.97 | 29.87 | 24.07 | 11.91 | + ---------|---------|---------|---------| + 66.97 | 29.87 | 23.57 | 11.78 | + ---------|---------|---------|---------| + 66.97 | 29.87 | 23.07 | 11.70 | + ---------|---------|---------|---------| + 66.97 | 29.87 | 22.57 | 11.63 | + ---------|---------|---------|---------| + 66.97 | 29.87 | 22.07 | - | + ---------|---------|---------|---------| + 66.97 | 32.65 | 28.86 | 3.34 | + ---------|---------|---------|---------| + 66.97 | 32.65 | 28.36 | 3.09 | + ---------|---------|---------|---------| + 66.97 | 32.65 | 27.85 | 12.80 | + ---------|---------|---------|---------| + 66.97 | 32.65 | 27.35 | 12.25 | + ---------|---------|---------|---------| + 66.97 | 32.65 | 26.85 | 12.00 | + ---------|---------|---------|---------| + 66.97 | 32.65 | 26.35 | 11.87 | + ---------|---------|---------|---------| + 66.97 | 32.65 | 25.85 | 11.78 | + ---------|---------|---------|---------| + 66.97 | 32.65 | 25.35 | 11.67 | + ---------|---------|---------|---------| + 66.97 | 32.65 | 24.85 | 11.59 | + ---------|---------|---------|---------| + 66.97 | 35.42 | 31.64 | 3.50 | + ---------|---------|---------|---------| + 66.97 | 35.42 | 31.13 | 3.23 | + ---------|---------|---------|---------| + 66.97 | 35.42 | 30.63 | 2.93 | + ---------|---------|---------|---------| + 66.97 | 35.42 | 30.13 | 12.36 | + ---------|---------|---------|---------| + 66.97 | 35.42 | 29.63 | 12.10 | + ---------|---------|---------|---------| + 66.97 | 35.42 | 29.13 | 11.96 | + ---------|---------|---------|---------| + 66.97 | 35.42 | 28.63 | 11.87 | + ---------|---------|---------|---------| + 66.97 | 35.42 | 28.12 | 11.76 | + ---------|---------|---------|---------| + 66.97 | 35.42 | 27.62 | 11.65 | + ---------|---------|---------|---------| + 66.97 | 38.20 | 34.41 | 3.68 | + ---------|---------|---------|---------| + 66.97 | 38.20 | 33.91 | 3.39 | + ---------|---------|---------|---------| + 66.97 | 38.20 | 33.41 | 3.06 | + ---------|---------|---------|---------| + 66.97 | 38.20 | 32.91 | 2.48 | + ---------|---------|---------|---------| + 66.97 | 38.20 | 32.41 | 12.20 | + ---------|---------|---------|---------| + 66.97 | 38.20 | 31.91 | 12.06 | + ---------|---------|---------|---------| + 66.97 | 38.20 | 31.40 | 11.96 | + ---------|---------|---------|---------| + 66.97 | 38.20 | 30.90 | 11.85 | + ---------|---------|---------|---------| + 66.97 | 38.20 | 30.40 | 11.73 | + ---------|---------|---------|---------| + 66.97 | 40.98 | 37.19 | 3.88 | + ---------|---------|---------|---------| + 66.97 | 40.98 | 36.69 | 3.57 | + ---------|---------|---------|---------| + 66.97 | 40.98 | 36.19 | 3.21 | + ---------|---------|---------|---------| + 66.97 | 40.98 | 35.69 | 2.61 | + ---------|---------|---------|---------| + 66.97 | 40.98 | 35.18 | 2.30 | + ---------|---------|---------|---------| + 66.97 | 40.98 | 34.68 | 12.16 | + ---------|---------|---------|---------| + 66.97 | 40.98 | 34.18 | 12.05 | + ---------|---------|---------|---------| + 66.97 | 40.98 | 33.68 | 11.94 | + ---------|---------|---------|---------| + 66.97 | 40.98 | 33.18 | 11.82 | + ---------|---------|---------|---------| + 69.75 | 15.98 | 12.19 | 15.53 | + ---------|---------|---------|---------| + 69.75 | 15.98 | 11.69 | 15.56 | + ---------|---------|---------|---------| + 69.75 | 15.98 | 11.19 | 15.37 | + ---------|---------|---------|---------| + 69.75 | 15.98 | 10.69 | 14.16 | + ---------|---------|---------|---------| + 69.75 | 15.98 | 10.18 | 14.64 | + ---------|---------|---------|---------| + 69.75 | 15.98 | 9.68 | 15.76 | + ---------|---------|---------|---------| + 69.75 | 15.98 | 9.18 | - | + ---------|---------|---------|---------| + 69.75 | 15.98 | 8.68 | - | + ---------|---------|---------|---------| + 69.75 | 15.98 | 8.18 | - | + ---------|---------|---------|---------| + 69.75 | 18.76 | 14.97 | 14.37 | + ---------|---------|---------|---------| + 69.75 | 18.76 | 14.47 | 14.34 | + ---------|---------|---------|---------| + 69.75 | 18.76 | 13.97 | 14.15 | + ---------|---------|---------|---------| + 69.75 | 18.76 | 13.46 | 13.22 | + ---------|---------|---------|---------| + 69.75 | 18.76 | 12.96 | 13.42 | + ---------|---------|---------|---------| + 69.75 | 18.76 | 12.46 | 13.94 | + ---------|---------|---------|---------| + 69.75 | 18.76 | 11.96 | - | + ---------|---------|---------|---------| + 69.75 | 18.76 | 11.46 | - | + ---------|---------|---------|---------| + 69.75 | 18.76 | 10.96 | - | + ---------|---------|---------|---------| + 69.75 | 21.53 | 17.75 | 13.74 | + ---------|---------|---------|---------| + 69.75 | 21.53 | 17.24 | 13.67 | + ---------|---------|---------|---------| + 69.75 | 21.53 | 16.74 | 13.43 | + ---------|---------|---------|---------| + 69.75 | 21.53 | 16.24 | 12.68 | + ---------|---------|---------|---------| + 69.75 | 21.53 | 15.74 | 12.79 | + ---------|---------|---------|---------| + 69.75 | 21.53 | 15.24 | 13.03 | + ---------|---------|---------|---------| + 69.75 | 21.53 | 14.74 | - | + ---------|---------|---------|---------| + 69.75 | 21.53 | 14.24 | - | + ---------|---------|---------|---------| + 69.75 | 21.53 | 13.73 | - | + ---------|---------|---------|---------| + 69.75 | 24.31 | 20.52 | 13.36 | + ---------|---------|---------|---------| + 69.75 | 24.31 | 20.02 | 13.23 | + ---------|---------|---------|---------| + 69.75 | 24.31 | 19.52 | 13.03 | + ---------|---------|---------|---------| + 69.75 | 24.31 | 19.02 | 12.37 | + ---------|---------|---------|---------| + 69.75 | 24.31 | 18.52 | 12.38 | + ---------|---------|---------|---------| + 69.75 | 24.31 | 18.02 | 12.55 | + ---------|---------|---------|---------| + 69.75 | 24.31 | 17.52 | - | + ---------|---------|---------|---------| + 69.75 | 24.31 | 17.01 | - | + ---------|---------|---------|---------| + 69.75 | 24.31 | 16.51 | - | + ---------|---------|---------|---------| + 69.75 | 27.09 | 23.30 | 13.26 | + ---------|---------|---------|---------| + 69.75 | 27.09 | 22.80 | 13.04 | + ---------|---------|---------|---------| + 69.75 | 27.09 | 22.30 | 12.79 | + ---------|---------|---------|---------| + 69.75 | 27.09 | 21.80 | 12.16 | + ---------|---------|---------|---------| + 69.75 | 27.09 | 21.30 | 12.16 | + ---------|---------|---------|---------| + 69.75 | 27.09 | 20.79 | 12.22 | + ---------|---------|---------|---------| + 69.75 | 27.09 | 20.29 | - | + ---------|---------|---------|---------| + 69.75 | 27.09 | 19.79 | - | + ---------|---------|---------|---------| + 69.75 | 27.09 | 19.29 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=61.43 till 63.79 taken. + ---------|---------|---------|---------| + 69.75 | 29.87 | 26.08 | 13.29 | + ---------|---------|---------|---------| + 69.75 | 29.87 | 25.58 | 13.06 | + ---------|---------|---------|---------| + 69.75 | 29.87 | 25.08 | 12.73 | + ---------|---------|---------|---------| + 69.75 | 29.87 | 24.58 | 12.08 | + ---------|---------|---------|---------| + 69.75 | 29.87 | 24.07 | 12.02 | + ---------|---------|---------|---------| + 69.75 | 29.87 | 23.57 | 12.02 | + ---------|---------|---------|---------| + 69.75 | 29.87 | 23.07 | - | + ---------|---------|---------|---------| + 69.75 | 29.87 | 22.57 | - | + ---------|---------|---------|---------| + 69.75 | 29.87 | 22.07 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=58.63 till 64.66 taken. + ---------|---------|---------|---------| + 69.75 | 32.65 | 28.86 | 13.36 | + ---------|---------|---------|---------| + 69.75 | 32.65 | 28.36 | 13.12 | + ---------|---------|---------|---------| + 69.75 | 32.65 | 27.85 | 12.78 | + ---------|---------|---------|---------| + 69.75 | 32.65 | 27.35 | 12.10 | + ---------|---------|---------|---------| + 69.75 | 32.65 | 26.85 | 11.98 | + ---------|---------|---------|---------| + 69.75 | 32.65 | 26.35 | 11.93 | + ---------|---------|---------|---------| + 69.75 | 32.65 | 25.85 | 11.98 | + ---------|---------|---------|---------| + 69.75 | 32.65 | 25.35 | - | + ---------|---------|---------|---------| + 69.75 | 32.65 | 24.85 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=56.58 till 65.01 taken. + ---------|---------|---------|---------| + 69.75 | 35.42 | 31.64 | - | + ---------|---------|---------|---------| + 69.75 | 35.42 | 31.13 | 13.19 | + ---------|---------|---------|---------| + 69.75 | 35.42 | 30.63 | 12.85 | + ---------|---------|---------|---------| + 69.75 | 35.42 | 30.13 | 12.16 | + ---------|---------|---------|---------| + 69.75 | 35.42 | 29.63 | 12.03 | + ---------|---------|---------|---------| + 69.75 | 35.42 | 29.13 | 11.91 | + ---------|---------|---------|---------| + 69.75 | 35.42 | 28.63 | 11.90 | + ---------|---------|---------|---------| + 69.75 | 35.42 | 28.12 | - | + ---------|---------|---------|---------| + 69.75 | 35.42 | 27.62 | - | + ---------|---------|---------|---------| + 69.75 | 38.20 | 34.41 | - | + ---------|---------|---------|---------| + 69.75 | 38.20 | 33.91 | 13.28 | + ---------|---------|---------|---------| + 69.75 | 38.20 | 33.41 | 12.93 | + ---------|---------|---------|---------| + 69.75 | 38.20 | 32.91 | 12.23 | + ---------|---------|---------|---------| + 69.75 | 38.20 | 32.41 | 12.09 | + ---------|---------|---------|---------| + 69.75 | 38.20 | 31.91 | 11.96 | + ---------|---------|---------|---------| + 69.75 | 38.20 | 31.40 | 11.89 | + ---------|---------|---------|---------| + 69.75 | 38.20 | 30.90 | - | + ---------|---------|---------|---------| + 69.75 | 38.20 | 30.40 | - | + ---------|---------|---------|---------| + 69.75 | 40.98 | 37.19 | - | + ---------|---------|---------|---------| + 69.75 | 40.98 | 36.69 | - | + ---------|---------|---------|---------| + 69.75 | 40.98 | 36.19 | 13.03 | + ---------|---------|---------|---------| + 69.75 | 40.98 | 35.69 | 12.31 | + ---------|---------|---------|---------| + 69.75 | 40.98 | 35.18 | 12.16 | + ---------|---------|---------|---------| + 69.75 | 40.98 | 34.68 | 12.03 | + ---------|---------|---------|---------| + 69.75 | 40.98 | 34.18 | 11.94 | + ---------|---------|---------|---------| + 69.75 | 40.98 | 33.68 | 11.83 | + ---------|---------|---------|---------| + 69.75 | 40.98 | 33.18 | - | + ---------|---------|---------|---------| + 72.53 | 15.98 | 12.19 | 22.33 | + ---------|---------|---------|---------| + 72.53 | 15.98 | 11.69 | 23.25 | + ---------|---------|---------|---------| + 72.53 | 15.98 | 11.19 | 23.07 | + ---------|---------|---------|---------| + 72.53 | 15.98 | 10.69 | 19.93 | + ---------|---------|---------|---------| + 72.53 | 15.98 | 10.18 | 19.52 | + ---------|---------|---------|---------| + 72.53 | 15.98 | 9.68 | 19.38 | + ---------|---------|---------|---------| + 72.53 | 15.98 | 9.18 | - | + ---------|---------|---------|---------| + 72.53 | 15.98 | 8.68 | - | + ---------|---------|---------|---------| + 72.53 | 15.98 | 8.18 | - | + ---------|---------|---------|---------| + 72.53 | 18.76 | 14.97 | 18.67 | + ---------|---------|---------|---------| + 72.53 | 18.76 | 14.47 | 19.25 | + ---------|---------|---------|---------| + 72.53 | 18.76 | 13.97 | 19.44 | + ---------|---------|---------|---------| + 72.53 | 18.76 | 13.46 | 18.33 | + ---------|---------|---------|---------| + 72.53 | 18.76 | 12.96 | 19.41 | + ---------|---------|---------|---------| + 72.53 | 18.76 | 12.46 | 19.40 | + ---------|---------|---------|---------| + 72.53 | 18.76 | 11.96 | - | + ---------|---------|---------|---------| + 72.53 | 18.76 | 11.46 | - | + ---------|---------|---------|---------| + 72.53 | 18.76 | 10.96 | - | + ---------|---------|---------|---------| + 72.53 | 21.53 | 17.75 | 16.57 | + ---------|---------|---------|---------| + 72.53 | 21.53 | 17.24 | 16.89 | + ---------|---------|---------|---------| + 72.53 | 21.53 | 16.74 | 16.88 | + ---------|---------|---------|---------| + 72.53 | 21.53 | 16.24 | 16.10 | + ---------|---------|---------|---------| + 72.53 | 21.53 | 15.74 | 17.63 | + ---------|---------|---------|---------| + 72.53 | 21.53 | 15.24 | 19.42 | + ---------|---------|---------|---------| + 72.53 | 21.53 | 14.74 | - | + ---------|---------|---------|---------| + 72.53 | 21.53 | 14.24 | - | + ---------|---------|---------|---------| + 72.53 | 21.53 | 13.73 | - | + ---------|---------|---------|---------| + 72.53 | 24.31 | 20.52 | 15.25 | + ---------|---------|---------|---------| + 72.53 | 24.31 | 20.02 | 15.41 | + ---------|---------|---------|---------| + 72.53 | 24.31 | 19.52 | 15.34 | + ---------|---------|---------|---------| + 72.53 | 24.31 | 19.02 | 14.63 | + ---------|---------|---------|---------| + 72.53 | 24.31 | 18.52 | 15.59 | + ---------|---------|---------|---------| + 72.53 | 24.31 | 18.02 | 18.00 | + ---------|---------|---------|---------| + 72.53 | 24.31 | 17.52 | - | + ---------|---------|---------|---------| + 72.53 | 24.31 | 17.01 | - | + ---------|---------|---------|---------| + 72.53 | 24.31 | 16.51 | - | + ---------|---------|---------|---------| + 72.53 | 27.09 | 23.30 | - | + ---------|---------|---------|---------| + 72.53 | 27.09 | 22.80 | 14.50 | + ---------|---------|---------|---------| + 72.53 | 27.09 | 22.30 | 14.31 | + ---------|---------|---------|---------| + 72.53 | 27.09 | 21.80 | 13.73 | + ---------|---------|---------|---------| + 72.53 | 27.09 | 21.30 | 14.26 | + ---------|---------|---------|---------| + 72.53 | 27.09 | 20.79 | 15.73 | + ---------|---------|---------|---------| + 72.53 | 27.09 | 20.29 | - | + ---------|---------|---------|---------| + 72.53 | 27.09 | 19.79 | - | + ---------|---------|---------|---------| + 72.53 | 27.09 | 19.29 | - | + ---------|---------|---------|---------| + 72.53 | 29.87 | 26.08 | - | + ---------|---------|---------|---------| + 72.53 | 29.87 | 25.58 | - | + ---------|---------|---------|---------| + 72.53 | 29.87 | 25.08 | 13.71 | + ---------|---------|---------|---------| + 72.53 | 29.87 | 24.58 | 13.10 | + ---------|---------|---------|---------| + 72.53 | 29.87 | 24.07 | 13.47 | + ---------|---------|---------|---------| + 72.53 | 29.87 | 23.57 | 14.24 | + ---------|---------|---------|---------| + 72.53 | 29.87 | 23.07 | - | + ---------|---------|---------|---------| + 72.53 | 29.87 | 22.57 | - | + ---------|---------|---------|---------| + 72.53 | 29.87 | 22.07 | - | + ---------|---------|---------|---------| + 72.53 | 32.65 | 28.86 | - | + ---------|---------|---------|---------| + 72.53 | 32.65 | 28.36 | - | + ---------|---------|---------|---------| + 72.53 | 32.65 | 27.85 | - | + ---------|---------|---------|---------| + 72.53 | 32.65 | 27.35 | 12.73 | + ---------|---------|---------|---------| + 72.53 | 32.65 | 26.85 | 12.92 | + ---------|---------|---------|---------| + 72.53 | 32.65 | 26.35 | 13.35 | + ---------|---------|---------|---------| + 72.53 | 32.65 | 25.85 | - | + ---------|---------|---------|---------| + 72.53 | 32.65 | 25.35 | - | + ---------|---------|---------|---------| + 72.53 | 32.65 | 24.85 | - | + ---------|---------|---------|---------| + 72.53 | 35.42 | 31.64 | - | + ---------|---------|---------|---------| + 72.53 | 35.42 | 31.13 | - | + ---------|---------|---------|---------| + 72.53 | 35.42 | 30.63 | - | + ---------|---------|---------|---------| + 72.53 | 35.42 | 30.13 | 12.51 | + ---------|---------|---------|---------| + 72.53 | 35.42 | 29.63 | 12.58 | + ---------|---------|---------|---------| + 72.53 | 35.42 | 29.13 | 12.86 | + ---------|---------|---------|---------| + 72.53 | 35.42 | 28.63 | - | + ---------|---------|---------|---------| + 72.53 | 35.42 | 28.12 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=59.85 till 64.41 taken. + ---------|---------|---------|---------| + 72.53 | 35.42 | 27.62 | - | + ---------|---------|---------|---------| + 72.53 | 38.20 | 34.41 | - | + ---------|---------|---------|---------| + 72.53 | 38.20 | 33.91 | - | + ---------|---------|---------|---------| + 72.53 | 38.20 | 33.41 | - | + ---------|---------|---------|---------| + 72.53 | 38.20 | 32.91 | - | + ---------|---------|---------|---------| + 72.53 | 38.20 | 32.41 | 12.39 | + ---------|---------|---------|---------| + 72.53 | 38.20 | 31.91 | 12.51 | + ---------|---------|---------|---------| + 72.53 | 38.20 | 31.40 | - | + ---------|---------|---------|---------| + 72.53 | 38.20 | 30.90 | - | + ---------|---------|---------|---------| + 72.53 | 38.20 | 30.40 | - | + ---------|---------|---------|---------| + 72.53 | 40.98 | 37.19 | - | + ---------|---------|---------|---------| + 72.53 | 40.98 | 36.69 | - | + ---------|---------|---------|---------| + 72.53 | 40.98 | 36.19 | - | + ---------|---------|---------|---------| + 72.53 | 40.98 | 35.69 | - | + ---------|---------|---------|---------| + 72.53 | 40.98 | 35.18 | 12.30 | + ---------|---------|---------|---------| + 72.53 | 40.98 | 34.68 | 12.33 | + ---------|---------|---------|---------| + 72.53 | 40.98 | 34.18 | - | + ---------|---------|---------|---------| + 72.53 | 40.98 | 33.68 | - | + ---------|---------|---------|---------| + 72.53 | 40.98 | 33.18 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=59.79 till 60.64 taken. + ---------|---------|---------|---------| + 75.31 | 15.98 | 12.19 | 34.57 | + ---------|---------|---------|---------| + 75.31 | 15.98 | 11.69 | 32.92 | + ---------|---------|---------|---------| + 75.31 | 15.98 | 11.19 | 28.64 | + ---------|---------|---------|---------| + 75.31 | 15.98 | 10.69 | 25.03 | + ---------|---------|---------|---------| + 75.31 | 15.98 | 10.18 | 24.96 | + ---------|---------|---------|---------| + 75.31 | 15.98 | 9.68 | 25.97 | + ---------|---------|---------|---------| + 75.31 | 15.98 | 9.18 | - | + ---------|---------|---------|---------| + 75.31 | 15.98 | 8.68 | - | + ---------|---------|---------|---------| + 75.31 | 15.98 | 8.18 | - | + ---------|---------|---------|---------| + 75.31 | 18.76 | 14.97 | - | + ---------|---------|---------|---------| + 75.31 | 18.76 | 14.47 | 31.65 | + ---------|---------|---------|---------| + 75.31 | 18.76 | 13.97 | 27.82 | + ---------|---------|---------|---------| + 75.31 | 18.76 | 13.46 | 24.42 | + ---------|---------|---------|---------| + 75.31 | 18.76 | 12.96 | 24.23 | + ---------|---------|---------|---------| + 75.31 | 18.76 | 12.46 | 25.38 | + ---------|---------|---------|---------| + 75.31 | 18.76 | 11.96 | - | + ---------|---------|---------|---------| + 75.31 | 18.76 | 11.46 | - | + ---------|---------|---------|---------| + 75.31 | 18.76 | 10.96 | - | + ---------|---------|---------|---------| + 75.31 | 21.53 | 17.75 | - | + ---------|---------|---------|---------| + 75.31 | 21.53 | 17.24 | - | + ---------|---------|---------|---------| + 75.31 | 21.53 | 16.74 | 27.21 | + ---------|---------|---------|---------| + 75.31 | 21.53 | 16.24 | 23.99 | + ---------|---------|---------|---------| + 75.31 | 21.53 | 15.74 | 23.93 | + ---------|---------|---------|---------| + 75.31 | 21.53 | 15.24 | 24.91 | + ---------|---------|---------|---------| + 75.31 | 21.53 | 14.74 | - | + ---------|---------|---------|---------| + 75.31 | 21.53 | 14.24 | - | + ---------|---------|---------|---------| + 75.31 | 21.53 | 13.73 | - | + ---------|---------|---------|---------| + 75.31 | 24.31 | 20.52 | - | + ---------|---------|---------|---------| + 75.31 | 24.31 | 20.02 | - | + ---------|---------|---------|---------| + 75.31 | 24.31 | 19.52 | - | + ---------|---------|---------|---------| + 75.31 | 24.31 | 19.02 | 23.63 | + ---------|---------|---------|---------| + 75.31 | 24.31 | 18.52 | 23.68 | + ---------|---------|---------|---------| + 75.31 | 24.31 | 18.02 | 24.67 | + ---------|---------|---------|---------| + 75.31 | 24.31 | 17.52 | - | + ---------|---------|---------|---------| + 75.31 | 24.31 | 17.01 | - | + ---------|---------|---------|---------| + 75.31 | 24.31 | 16.51 | - | + ---------|---------|---------|---------| + 75.31 | 27.09 | 23.30 | - | + ---------|---------|---------|---------| + 75.31 | 27.09 | 22.80 | - | + ---------|---------|---------|---------| + 75.31 | 27.09 | 22.30 | - | + ---------|---------|---------|---------| + 75.31 | 27.09 | 21.80 | - | + ---------|---------|---------|---------| + 75.31 | 27.09 | 21.30 | 23.43 | + ---------|---------|---------|---------| + 75.31 | 27.09 | 20.79 | 24.54 | + ---------|---------|---------|---------| + 75.31 | 27.09 | 20.29 | - | + ---------|---------|---------|---------| + 75.31 | 27.09 | 19.79 | - | + ---------|---------|---------|---------| + 75.31 | 27.09 | 19.29 | - | + ---------|---------|---------|---------| + 75.31 | 29.87 | 26.08 | - | + ---------|---------|---------|---------| + 75.31 | 29.87 | 25.58 | - | + ---------|---------|---------|---------| + 75.31 | 29.87 | 25.08 | - | + ---------|---------|---------|---------| + 75.31 | 29.87 | 24.58 | - | + ---------|---------|---------|---------| + 75.31 | 29.87 | 24.07 | 22.68 | + ---------|---------|---------|---------| + 75.31 | 29.87 | 23.57 | 24.38 | + ---------|---------|---------|---------| + 75.31 | 29.87 | 23.07 | - | + ---------|---------|---------|---------| + 75.31 | 29.87 | 22.57 | - | + ---------|---------|---------|---------| + 75.31 | 29.87 | 22.07 | - | + ---------|---------|---------|---------| + 75.31 | 32.65 | 28.86 | - | + ---------|---------|---------|---------| + 75.31 | 32.65 | 28.36 | - | + ---------|---------|---------|---------| + 75.31 | 32.65 | 27.85 | - | + ---------|---------|---------|---------| + 75.31 | 32.65 | 27.35 | - | + ---------|---------|---------|---------| + 75.31 | 32.65 | 26.85 | - | + ---------|---------|---------|---------| + 75.31 | 32.65 | 26.35 | 24.22 | + ---------|---------|---------|---------| + 75.31 | 32.65 | 25.85 | - | + ---------|---------|---------|---------| + 75.31 | 32.65 | 25.35 | - | + ---------|---------|---------|---------| + 75.31 | 32.65 | 24.85 | - | + ---------|---------|---------|---------| + 75.31 | 35.42 | 31.64 | - | + ---------|---------|---------|---------| + 75.31 | 35.42 | 31.13 | - | + ---------|---------|---------|---------| + 75.31 | 35.42 | 30.63 | - | + ---------|---------|---------|---------| + 75.31 | 35.42 | 30.13 | - | + ---------|---------|---------|---------| + 75.31 | 35.42 | 29.63 | - | + ---------|---------|---------|---------| + 75.31 | 35.42 | 29.13 | 23.25 | + ---------|---------|---------|---------| + 75.31 | 35.42 | 28.63 | - | + ---------|---------|---------|---------| + 75.31 | 35.42 | 28.12 | - | + ---------|---------|---------|---------| + 75.31 | 35.42 | 27.62 | - | + ---------|---------|---------|---------| + 75.31 | 38.20 | 34.41 | - | + ---------|---------|---------|---------| + 75.31 | 38.20 | 33.91 | - | + ---------|---------|---------|---------| + 75.31 | 38.20 | 33.41 | - | + ---------|---------|---------|---------| + 75.31 | 38.20 | 32.91 | - | + ---------|---------|---------|---------| + 75.31 | 38.20 | 32.41 | - | + ---------|---------|---------|---------| + 75.31 | 38.20 | 31.91 | 18.64 | + ---------|---------|---------|---------| + 75.31 | 38.20 | 31.40 | - | + ---------|---------|---------|---------| + 75.31 | 38.20 | 30.90 | - | + ---------|---------|---------|---------| + 75.31 | 38.20 | 30.40 | - | + ---------|---------|---------|---------| + 75.31 | 40.98 | 37.19 | - | + ---------|---------|---------|---------| + 75.31 | 40.98 | 36.69 | - | + ---------|---------|---------|---------| + 75.31 | 40.98 | 36.19 | - | + ---------|---------|---------|---------| + 75.31 | 40.98 | 35.69 | - | + ---------|---------|---------|---------| + 75.31 | 40.98 | 35.18 | - | + ---------|---------|---------|---------| + 75.31 | 40.98 | 34.68 | - | + ---------|---------|---------|---------| + 75.31 | 40.98 | 34.18 | - | + ---------|---------|---------|---------| + 75.31 | 40.98 | 33.68 | - | + ---------|---------|---------|---------| + 75.31 | 40.98 | 33.18 | - | + + Information on the critical circle : Fmin = 1.468 + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 62.81 [m] + Y co-ordinate center point : 20.15 [m] + Radius of critical circle : 11.84 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 883.41 [kNm/m] + Driving moment free water : 0.00 [kNm/m] + Driving moment external loads : 93.61 [kNm/m] + Iterated resisting moment : 1296.85 [kNm/m] + Non-iterated resisting moment : 1237.20 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 54.60 | 11.61 | 11.78 | 0.36 | -43.89 | -1.11 | 0.51 | 0.00 | + 2 | 54.89 | 11.34 | 11.78 | 0.21 | -41.97 | -1.11 | 0.29 | 1.28 | + 3 | 55.10 | 11.15 | 11.77 | 0.21 | -40.59 | -1.11 | 0.28 | 1.28 | + 4 | 55.25 | 11.02 | 11.77 | 0.09 | -39.62 | -1.11 | 0.12 | 1.28 | + 5 | 55.45 | 10.87 | 11.75 | 0.29 | -38.42 | -8.51 | 0.38 | 1.28 | + 6 | 55.74 | 10.64 | 11.70 | 0.29 | -36.63 | -8.51 | 0.37 | 1.28 | + 7 | 56.04 | 10.43 | 11.66 | 0.29 | -34.87 | -8.51 | 0.36 | 1.28 | + 8 | 56.33 | 10.23 | 11.62 | 0.29 | -33.16 | -8.51 | 0.35 | 1.28 | + 9 | 56.62 | 10.05 | 11.57 | 0.29 | -31.47 | -8.51 | 0.34 | 1.28 | + 10 | 56.78 | 9.95 | 11.54 | 0.03 | -30.56 | -21.79 | 0.03 | 1.28 | + 11 | 56.95 | 9.85 | 11.48 | 0.31 | -29.62 | -21.79 | 0.36 | 1.28 | + 12 | 57.26 | 9.68 | 11.35 | 0.31 | -27.90 | -21.79 | 0.35 | 1.28 | + 13 | 57.58 | 9.52 | 11.23 | 0.31 | -26.21 | -21.79 | 0.35 | 1.28 | + 14 | 57.89 | 9.37 | 11.10 | 0.31 | -24.54 | -21.79 | 0.34 | 1.28 | + 15 | 58.20 | 9.24 | 10.98 | 0.31 | -22.90 | -21.79 | 0.34 | 1.28 | + 16 | 58.51 | 9.11 | 10.85 | 0.31 | -21.27 | -21.79 | 0.33 | 1.28 | + 17 | 58.82 | 8.99 | 10.73 | 0.31 | -19.67 | -21.79 | 0.33 | 1.28 | + 18 | 59.11 | 8.89 | 10.62 | 0.26 | -18.20 | -21.79 | 0.27 | 1.28 | + 19 | 59.37 | 8.81 | 10.51 | 0.26 | -16.88 | -21.79 | 0.27 | 1.28 | + 20 | 59.63 | 8.74 | 10.41 | 0.26 | -15.56 | -21.79 | 0.27 | 1.28 | + 21 | 59.89 | 8.67 | 10.30 | 0.26 | -14.26 | -21.79 | 0.27 | 1.28 | + 22 | 60.18 | 8.60 | 10.19 | 0.31 | -12.83 | -21.79 | 0.32 | 1.28 | + 23 | 60.49 | 8.53 | 10.06 | 0.31 | -11.27 | -21.79 | 0.32 | 1.28 | + 24 | 60.81 | 8.47 | 9.94 | 0.31 | -9.72 | -21.79 | 0.32 | 1.28 | + 25 | 61.12 | 8.42 | 9.81 | 0.31 | -8.18 | -21.79 | 0.32 | 1.28 | + 26 | 61.44 | 8.38 | 9.68 | 0.31 | -6.64 | -21.79 | 0.32 | 1.28 | + 27 | 61.78 | 8.35 | 9.55 | 0.37 | -4.99 | -21.79 | 0.37 | 1.28 | + 28 | 62.10 | 8.32 | 9.42 | 0.28 | -3.41 | -21.79 | 0.28 | 2.00 | + 29 | 62.38 | 8.31 | 9.31 | 0.28 | -2.05 | -21.79 | 0.28 | 2.00 | + 30 | 62.67 | 8.30 | 9.19 | 0.28 | -0.68 | -21.79 | 0.28 | 2.00 | + 31 | 63.00 | 8.30 | 9.06 | 0.38 | 0.93 | -21.79 | 0.38 | 2.00 | + 32 | 63.34 | 8.31 | 8.92 | 0.30 | 2.59 | -21.79 | 0.30 | 2.00 | + 33 | 63.64 | 8.33 | 8.80 | 0.30 | 4.06 | -21.79 | 0.30 | 2.00 | + 34 | 63.92 | 8.36 | 8.69 | 0.26 | 5.42 | -21.79 | 0.26 | 2.00 | + 35 | 64.18 | 8.38 | 8.59 | 0.26 | 6.67 | -21.79 | 0.26 | 2.00 | + 36 | 64.44 | 8.42 | 8.48 | 0.26 | 7.92 | -21.79 | 0.26 | 2.00 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 34.96 | 34.96 | 0.00 | -0.00 | -0.00 | 1.25 | 16.73 | 16.73 | + 2 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 1.85 | 21.91 | 21.91 | + 3 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 2.58 | 25.32 | 25.32 | + 4 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 1.30 | 27.42 | 27.42 | + 5 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 4.79 | 16.30 | 16.30 | + 6 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.78 | 19.66 | 19.66 | + 7 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.69 | 22.76 | 22.76 | + 8 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.53 | 25.62 | 25.62 | + 9 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.31 | 28.25 | 28.25 | + 10 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.82 | 29.18 | 29.18 | + 11 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 9.11 | 29.26 | 29.26 | + 12 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 9.33 | 29.98 | 29.98 | + 13 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 9.48 | 30.47 | 30.47 | + 14 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 9.57 | 30.75 | 30.75 | + 15 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 9.59 | 30.83 | 30.83 | + 16 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 9.56 | 30.72 | 30.72 | + 17 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 9.46 | 30.42 | 30.42 | + 18 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.83 | 29.99 | 29.99 | + 19 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.69 | 29.46 | 29.46 | + 20 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.52 | 28.81 | 28.81 | + 21 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.32 | 28.04 | 28.04 | + 22 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.51 | 27.06 | 27.06 | + 23 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.12 | 25.82 | 25.82 | + 24 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.68 | 24.42 | 24.42 | + 25 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.19 | 22.86 | 22.86 | + 26 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.65 | 21.15 | 21.15 | + 27 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.07 | 19.27 | 19.27 | + 28 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 4.94 | 17.53 | 17.53 | + 29 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 4.50 | 15.94 | 15.94 | + 30 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 4.02 | 14.24 | 14.24 | + 31 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 4.65 | 12.09 | 12.09 | + 32 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 2.94 | 9.73 | 9.73 | + 33 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 2.27 | 7.51 | 7.51 | + 34 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 1.38 | 5.36 | 5.36 | + 35 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 0.84 | 3.28 | 3.28 | + 36 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 0.28 | 1.11 | 1.11 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 8.02 | N.A. | N.A. | 13.30 | 11.47 | + 2 | 0.00 | 0.00 | 0.00 | 8.69 | N.A. | N.A. | 13.30 | 16.59 | + 3 | 0.00 | 0.00 | 0.00 | 9.99 | N.A. | N.A. | 13.30 | 19.49 | + 4 | 0.00 | 0.00 | 0.00 | 10.81 | N.A. | N.A. | 13.30 | 21.32 | + 5 | 0.00 | 0.00 | 0.00 | 6.90 | N.A. | N.A. | 0.00 | 12.57 | + 6 | 0.00 | 0.00 | 0.00 | 8.21 | N.A. | N.A. | 0.00 | 15.50 | + 7 | 0.00 | 0.00 | 0.00 | 9.45 | N.A. | N.A. | 0.00 | 18.28 | + 8 | 0.00 | 0.00 | 0.00 | 10.62 | N.A. | N.A. | 0.00 | 20.89 | + 9 | 0.00 | 0.00 | 0.00 | 11.72 | N.A. | N.A. | 0.00 | 23.36 | + 10 | 0.00 | 0.00 | 0.00 | 12.14 | N.A. | N.A. | 0.00 | 24.30 | + 11 | 0.00 | 0.00 | 0.00 | 12.24 | N.A. | N.A. | 0.00 | 24.52 | + 12 | 0.00 | 0.00 | 0.00 | 12.64 | N.A. | N.A. | 0.00 | 25.42 | + 13 | 0.00 | 0.00 | 0.00 | 12.95 | N.A. | N.A. | 0.00 | 26.12 | + 14 | 0.00 | 0.00 | 0.00 | 13.19 | N.A. | N.A. | 0.00 | 26.65 | + 15 | 0.00 | 0.00 | 0.00 | 13.34 | N.A. | N.A. | 0.00 | 26.99 | + 16 | 0.00 | 0.00 | 0.00 | 13.42 | N.A. | N.A. | 0.00 | 27.16 | + 17 | 0.00 | 0.00 | 0.00 | 13.41 | N.A. | N.A. | 0.00 | 27.15 | + 18 | 0.00 | 0.00 | 0.00 | 13.35 | N.A. | N.A. | 0.00 | 27.00 | + 19 | 0.00 | 0.00 | 0.00 | 13.22 | N.A. | N.A. | 0.00 | 26.73 | + 20 | 0.00 | 0.00 | 0.00 | 13.05 | N.A. | N.A. | 0.00 | 26.34 | + 21 | 0.00 | 0.00 | 0.00 | 12.82 | N.A. | N.A. | 0.00 | 25.82 | + 22 | 0.00 | 0.00 | 0.00 | 12.50 | N.A. | N.A. | 0.00 | 25.12 | + 23 | 0.00 | 0.00 | 0.00 | 12.09 | N.A. | N.A. | 0.00 | 24.18 | + 24 | 0.00 | 0.00 | 0.00 | 11.59 | N.A. | N.A. | 0.00 | 23.07 | + 25 | 0.00 | 0.00 | 0.00 | 11.02 | N.A. | N.A. | 0.00 | 21.79 | + 26 | 0.00 | 0.00 | 0.00 | 10.36 | N.A. | N.A. | 0.00 | 20.32 | + 27 | 0.00 | 0.00 | 0.00 | 9.64 | N.A. | N.A. | 0.00 | 18.70 | + 28 | 0.00 | 0.00 | 0.00 | 7.94 | N.A. | N.A. | 0.00 | 17.21 | + 29 | 0.00 | 0.00 | 0.00 | 7.44 | N.A. | N.A. | 0.00 | 15.76 | + 30 | 0.00 | 0.00 | 0.00 | 6.90 | N.A. | N.A. | 0.00 | 14.19 | + 31 | 0.00 | 0.00 | 0.00 | 6.20 | N.A. | N.A. | 0.00 | 12.16 | + 32 | 0.00 | 0.00 | 0.00 | 5.42 | N.A. | N.A. | 0.00 | 9.90 | + 33 | 0.00 | 0.00 | 0.00 | 4.67 | N.A. | N.A. | 0.00 | 7.74 | + 34 | 0.00 | 0.00 | 0.00 | 3.94 | N.A. | N.A. | 0.00 | 5.61 | + 35 | 0.00 | 0.00 | 0.00 | 3.22 | N.A. | N.A. | 0.00 | 3.54 | + 36 | 0.00 | 0.00 | 0.00 | 2.46 | N.A. | N.A. | 0.00 | 1.34 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 16.73 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 21.91 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 25.32 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 27.42 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 16.30 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 19.66 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 22.76 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 25.62 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 28.25 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 29.18 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 29.26 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 29.98 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 30.47 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 30.75 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 30.83 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 30.72 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 30.42 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 29.99 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 29.46 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 28.81 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 28.04 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 27.06 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 25.82 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 24.42 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 22.86 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 21.15 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 19.27 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 17.53 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 15.94 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 14.24 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 12.09 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 9.73 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 7.51 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 34 | N.A. | 5.36 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 35 | N.A. | 3.28 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 36 | N.A. | 1.11 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + Information on the zone plane : Fmin = 2.249 + : Zone = 1A + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 64.19 [m] + Y co-ordinate center point : 35.42 [m] + Radius of critical circle : 29.13 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 6390.56 [kNm/m] + Driving moment free water : -16.16 [kNm/m] + Driving moment external loads : 337.32 [kNm/m] + Iterated resisting moment : 14373.98 [kNm/m] + Non-iterated resisting moment : 13648.79 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 47.89 | 11.29 | 11.51 | 0.40 | -34.04 | 23.78 | 0.48 | 1.28 | + 2 | 48.47 | 10.91 | 11.63 | 0.76 | -32.68 | 5.26 | 0.90 | 1.28 | + 3 | 49.23 | 10.44 | 11.71 | 0.76 | -30.92 | 5.26 | 0.89 | 1.28 | + 4 | 49.65 | 10.19 | 11.74 | 0.07 | -29.96 | 1.98 | 0.09 | 1.28 | + 5 | 50.10 | 9.94 | 11.76 | 0.84 | -28.94 | 1.98 | 0.96 | 1.28 | + 6 | 50.94 | 9.49 | 11.79 | 0.84 | -27.06 | 1.98 | 0.94 | 1.28 | + 7 | 51.78 | 9.08 | 11.82 | 0.84 | -25.22 | 1.98 | 0.93 | 1.28 | + 8 | 52.21 | 8.88 | 11.83 | 0.01 | -24.30 | 1.98 | 0.01 | 1.28 | + 9 | 52.51 | 8.75 | 11.82 | 0.59 | -23.66 | -1.07 | 0.64 | 1.28 | + 10 | 53.17 | 8.47 | 11.81 | 0.73 | -22.25 | -1.13 | 0.79 | 1.28 | + 11 | 53.90 | 8.18 | 11.80 | 0.73 | -20.69 | -1.13 | 0.79 | 1.28 | + 12 | 54.74 | 7.88 | 11.78 | 0.94 | -18.95 | -1.11 | 0.99 | 1.28 | + 13 | 55.25 | 7.70 | 11.77 | 0.09 | -17.88 | -1.11 | 0.10 | 1.28 | + 14 | 55.72 | 7.56 | 11.71 | 0.84 | -16.91 | -8.51 | 0.88 | 1.28 | + 15 | 56.46 | 7.34 | 11.60 | 0.63 | -15.41 | -8.51 | 0.65 | 0.00 | + 16 | 56.78 | 7.25 | 11.54 | 0.03 | -14.74 | -21.79 | 0.03 | 0.00 | + 17 | 57.29 | 7.13 | 11.34 | 0.98 | -13.72 | -21.79 | 1.01 | 0.00 | + 18 | 58.08 | 6.95 | 11.03 | 0.60 | -12.12 | -21.79 | 0.61 | 0.00 | + 19 | 58.68 | 6.82 | 10.79 | 0.60 | -10.92 | -21.79 | 0.61 | 0.00 | + 20 | 59.25 | 6.72 | 10.56 | 0.55 | -9.77 | -21.79 | 0.56 | 0.00 | + 21 | 59.77 | 6.63 | 10.35 | 0.50 | -8.73 | -21.79 | 0.50 | 0.00 | + 22 | 60.30 | 6.56 | 10.14 | 0.55 | -7.69 | -21.79 | 0.56 | 0.00 | + 23 | 60.85 | 6.49 | 9.92 | 0.55 | -6.60 | -21.79 | 0.56 | 0.00 | + 24 | 61.36 | 6.43 | 9.72 | 0.47 | -5.59 | -21.79 | 0.47 | 0.00 | + 25 | 61.84 | 6.39 | 9.52 | 0.49 | -4.64 | -21.79 | 0.50 | 0.00 | + 26 | 62.36 | 6.35 | 9.31 | 0.55 | -3.61 | -21.79 | 0.55 | 0.00 | + 27 | 62.92 | 6.32 | 9.09 | 0.55 | -2.52 | -21.79 | 0.55 | 0.00 | + 28 | 63.23 | 6.31 | 8.97 | 0.09 | -1.89 | -21.79 | 0.09 | 0.00 | + 29 | 63.74 | 6.30 | 8.77 | 0.92 | -0.90 | -21.79 | 0.92 | 0.00 | + 30 | 64.22 | 6.30 | 8.57 | 0.04 | 0.04 | -21.79 | 0.04 | 0.00 | + 31 | 64.37 | 6.30 | 8.51 | 0.28 | 0.35 | -21.79 | 0.28 | 0.00 | + 32 | 64.66 | 6.30 | 8.40 | 0.30 | 0.92 | -21.79 | 0.30 | 0.00 | + 33 | 64.95 | 6.31 | 8.28 | 0.29 | 1.50 | -21.79 | 0.29 | 0.00 | + 34 | 65.40 | 6.32 | 8.21 | 0.60 | 2.37 | -2.79 | 0.60 | 0.00 | + 35 | 65.99 | 6.35 | 8.18 | 0.60 | 3.54 | -2.79 | 0.60 | 0.00 | + 36 | 66.59 | 6.40 | 8.15 | 0.60 | 4.72 | -2.79 | 0.60 | 0.00 | + 37 | 67.15 | 6.45 | 8.12 | 0.52 | 5.82 | -2.76 | 0.53 | 0.00 | + 38 | 67.67 | 6.51 | 8.10 | 0.52 | 6.86 | -2.76 | 0.53 | 0.00 | + 39 | 67.97 | 6.54 | 8.08 | 0.08 | 7.45 | -2.76 | 0.08 | 0.00 | + 40 | 68.14 | 6.56 | 8.07 | 0.25 | 7.77 | -2.80 | 0.25 | 0.00 | + 41 | 68.38 | 6.60 | 8.06 | 0.24 | 8.26 | -2.80 | 0.24 | 1.28 | + 42 | 68.83 | 6.67 | 8.04 | 0.65 | 9.15 | -2.77 | 0.66 | 1.28 | + 43 | 69.48 | 6.78 | 8.01 | 0.65 | 10.45 | -2.77 | 0.66 | 1.28 | + 44 | 70.13 | 6.91 | 7.98 | 0.65 | 11.76 | -2.77 | 0.67 | 1.28 | + 45 | 70.86 | 7.07 | 7.95 | 0.79 | 13.22 | -1.74 | 0.81 | 1.28 | + 46 | 71.65 | 7.27 | 7.92 | 0.79 | 14.82 | -1.74 | 0.82 | 1.28 | + 47 | 72.44 | 7.49 | 7.90 | 0.79 | 16.44 | -1.74 | 0.82 | 1.28 | + 48 | 73.23 | 7.73 | 7.88 | 0.79 | 18.07 | -1.74 | 0.83 | 1.28 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 1.66 | 4.14 | 4.14 | + 2 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 10.21 | 13.43 | 13.43 | + 3 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 17.82 | 23.44 | 23.44 | + 4 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 2.14 | 28.98 | 28.98 | + 5 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 28.76 | 34.23 | 34.23 | + 6 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 36.16 | 43.03 | 43.03 | + 7 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 43.02 | 51.20 | 51.20 | + 8 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 0.28 | 55.15 | 55.15 | + 9 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 33.90 | 57.46 | 57.46 | + 10 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 45.86 | 75.70 | 75.70 | + 11 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 49.60 | 80.78 | 80.78 | + 12 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 68.22 | 86.03 | 86.03 | + 13 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.95 | 88.84 | 88.84 | + 14 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 64.74 | 76.74 | 76.74 | + 15 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 49.25 | 78.64 | 78.64 | + 16 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 2.21 | 78.91 | 78.91 | + 17 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 75.42 | 76.80 | 76.80 | + 18 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 44.20 | 73.91 | 73.91 | + 19 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 42.71 | 71.42 | 71.42 | + 20 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 37.73 | 68.83 | 68.83 | + 21 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 32.96 | 66.49 | 65.44 | + 22 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 35.49 | 64.18 | 60.97 | + 23 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 34.04 | 61.55 | 56.14 | + 24 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 27.47 | 58.82 | 51.50 | + 25 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 27.76 | 56.19 | 47.14 | + 26 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 29.47 | 53.38 | 42.53 | + 27 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 27.71 | 50.21 | 37.56 | + 28 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 4.15 | 48.30 | 34.66 | + 29 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 41.50 | 45.21 | 30.12 | + 30 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 1.69 | 42.26 | 25.79 | + 31 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 11.39 | 41.28 | 24.39 | + 32 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 11.81 | 39.49 | 21.84 | + 33 | 25.69 | 25.69 | 0.00 | -0.00 | -0.00 | 10.90 | 37.59 | 19.21 | + 34 | 25.69 | 25.69 | 0.03 | -0.00 | -0.02 | 21.52 | 36.14 | 17.63 | + 35 | 25.69 | 25.69 | 0.08 | -0.00 | -0.05 | 20.81 | 35.00 | 17.02 | + 36 | 25.69 | 25.69 | 0.13 | -0.00 | -0.08 | 19.95 | 33.61 | 16.29 | + 37 | 25.69 | 25.69 | 0.18 | -0.00 | -0.10 | 16.69 | 32.09 | 15.49 | + 38 | 25.69 | 25.69 | 0.23 | -0.01 | -0.12 | 15.81 | 30.46 | 14.64 | + 39 | 25.69 | 25.69 | 0.25 | -0.00 | -0.02 | 2.24 | 29.66 | 14.31 | + 40 | 25.69 | 25.69 | 0.27 | -0.00 | -0.07 | 7.26 | 29.26 | 14.19 | + 41 | 24.08 | 24.08 | 0.29 | -0.00 | -0.07 | 6.73 | 28.38 | 13.74 | + 42 | 24.08 | 24.08 | 0.33 | -0.01 | -0.21 | 17.20 | 26.65 | 12.88 | + 43 | 24.08 | 24.08 | 0.39 | -0.01 | -0.25 | 15.39 | 23.94 | 11.52 | + 44 | 24.08 | 24.08 | 0.44 | -0.01 | -0.29 | 13.38 | 20.92 | 10.02 | + 45 | 24.08 | 24.08 | 0.44 | -0.01 | -0.34 | 13.33 | 17.29 | 8.24 | + 46 | 24.08 | 24.08 | 0.36 | -0.01 | -0.29 | 9.97 | 12.96 | 6.16 | + 47 | 24.08 | 24.08 | 0.29 | -0.01 | -0.23 | 6.24 | 8.18 | 3.86 | + 48 | 24.08 | 24.08 | 0.22 | -0.01 | -0.18 | 2.14 | 2.93 | 1.32 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 2.76 | N.A. | N.A. | 0.00 | 3.31 | + 2 | 0.00 | 0.00 | 0.00 | 6.46 | N.A. | N.A. | 0.00 | 11.59 | + 3 | 0.00 | 0.00 | 0.00 | 10.51 | N.A. | N.A. | 0.00 | 20.65 | + 4 | 0.00 | 0.00 | 0.00 | 12.77 | N.A. | N.A. | 0.00 | 25.71 | + 5 | 0.00 | 0.00 | 0.00 | 14.94 | N.A. | N.A. | 0.00 | 30.56 | + 6 | 0.00 | 0.00 | 0.00 | 18.62 | N.A. | N.A. | 0.00 | 38.80 | + 7 | 0.00 | 0.00 | 0.00 | 22.09 | N.A. | N.A. | 0.00 | 46.57 | + 8 | 0.00 | 0.00 | 0.00 | 23.79 | N.A. | N.A. | 0.00 | 50.37 | + 9 | 0.00 | 0.00 | 0.00 | 24.80 | N.A. | N.A. | 0.00 | 52.63 | + 10 | 0.00 | 0.00 | 0.00 | 32.47 | N.A. | N.A. | 13.30 | 69.79 | + 11 | 0.00 | 0.00 | 0.00 | 34.77 | N.A. | N.A. | 13.30 | 74.94 | + 12 | 0.00 | 0.00 | 0.00 | 37.19 | N.A. | N.A. | 13.30 | 80.35 | + 13 | 0.00 | 0.00 | 0.00 | 38.51 | N.A. | N.A. | 13.30 | 83.31 | + 14 | 0.00 | 0.00 | 0.00 | 33.55 | N.A. | N.A. | 0.00 | 72.21 | + 15 | 0.00 | 0.00 | 0.00 | 35.72 | N.A. | N.A. | 0.00 | 74.26 | + 16 | 0.00 | 0.00 | 0.00 | 35.94 | N.A. | N.A. | 0.00 | 74.71 | + 17 | 0.00 | 0.00 | 0.00 | 35.11 | N.A. | N.A. | 0.00 | 72.99 | + 18 | 0.00 | 0.00 | 0.00 | 33.99 | N.A. | N.A. | 0.00 | 70.66 | + 19 | 0.00 | 0.00 | 0.00 | 33.00 | N.A. | N.A. | 0.00 | 68.59 | + 20 | 0.00 | 0.00 | 0.00 | 31.93 | N.A. | N.A. | 0.00 | 66.38 | + 21 | 1.05 | 0.00 | 1.05 | 30.48 | N.A. | N.A. | 0.00 | 63.36 | + 22 | 3.22 | 0.00 | 3.22 | 28.50 | N.A. | N.A. | 0.00 | 59.25 | + 23 | 5.40 | 0.00 | 5.40 | 26.36 | N.A. | N.A. | 0.00 | 54.79 | + 24 | 7.33 | 0.00 | 7.33 | 24.26 | N.A. | N.A. | 0.00 | 50.44 | + 25 | 9.06 | 0.00 | 9.06 | 22.29 | N.A. | N.A. | 0.00 | 46.33 | + 26 | 10.85 | 0.00 | 10.85 | 20.19 | N.A. | N.A. | 0.00 | 41.96 | + 27 | 12.64 | 0.00 | 12.64 | 17.90 | N.A. | N.A. | 0.00 | 37.21 | + 28 | 13.64 | 0.00 | 13.64 | 16.56 | N.A. | N.A. | 0.00 | 34.42 | + 29 | 15.09 | 0.00 | 15.09 | 14.44 | N.A. | N.A. | 0.00 | 30.02 | + 30 | 16.47 | 0.00 | 16.47 | 12.41 | N.A. | N.A. | 0.00 | 25.79 | + 31 | 16.89 | 0.00 | 16.89 | 11.75 | N.A. | N.A. | 0.00 | 24.42 | + 32 | 17.64 | 0.00 | 17.64 | 10.54 | N.A. | N.A. | 0.00 | 21.92 | + 33 | 18.38 | 0.00 | 18.38 | 9.29 | N.A. | N.A. | 0.00 | 19.32 | + 34 | 18.50 | 0.00 | 18.50 | 8.56 | N.A. | N.A. | 0.00 | 17.79 | + 35 | 17.97 | 0.00 | 17.97 | 8.30 | N.A. | N.A. | 0.00 | 17.25 | + 36 | 17.32 | 0.00 | 17.32 | 7.98 | N.A. | N.A. | 0.00 | 16.58 | + 37 | 16.60 | 0.00 | 16.60 | 7.62 | N.A. | N.A. | 0.00 | 15.83 | + 38 | 15.83 | 0.00 | 15.83 | 7.23 | N.A. | N.A. | 0.00 | 15.02 | + 39 | 15.35 | 0.00 | 15.35 | 7.08 | N.A. | N.A. | 0.00 | 14.72 | + 40 | 15.07 | 0.00 | 15.07 | 7.03 | N.A. | N.A. | 0.00 | 14.62 | + 41 | 14.64 | 0.00 | 14.64 | 7.64 | N.A. | N.A. | 0.00 | 14.23 | + 42 | 13.78 | 0.00 | 13.78 | 7.27 | N.A. | N.A. | 0.00 | 13.40 | + 43 | 12.42 | 0.00 | 12.42 | 6.67 | N.A. | N.A. | 0.00 | 12.07 | + 44 | 10.91 | 0.00 | 10.91 | 6.00 | N.A. | N.A. | 0.00 | 10.57 | + 45 | 9.05 | 0.00 | 9.05 | 5.21 | N.A. | N.A. | 0.00 | 8.79 | + 46 | 6.80 | 0.00 | 6.80 | 4.26 | N.A. | N.A. | 0.00 | 6.66 | + 47 | 4.32 | 0.00 | 4.32 | 3.19 | N.A. | N.A. | 0.00 | 4.28 | + 48 | 1.61 | 0.00 | 1.61 | 2.00 | N.A. | N.A. | 0.00 | 1.61 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 4.14 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 13.43 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 23.44 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 28.98 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 34.23 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 43.03 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 51.20 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 55.15 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 57.46 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 75.70 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 80.78 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 86.03 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 88.84 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 76.74 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 78.64 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 78.91 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 76.80 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 73.91 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 71.42 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 68.83 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 65.44 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 60.97 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 56.14 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 51.50 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 47.14 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 42.53 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 37.56 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 34.66 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 30.12 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 25.79 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 24.39 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 21.84 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 19.21 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 34 | N.A. | 17.63 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 35 | N.A. | 17.02 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 36 | N.A. | 16.29 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 37 | N.A. | 15.49 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 38 | N.A. | 14.64 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 39 | N.A. | 14.31 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 40 | N.A. | 14.19 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 41 | N.A. | 13.74 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 42 | N.A. | 12.88 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 43 | N.A. | 11.52 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 44 | N.A. | 10.02 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 45 | N.A. | 8.24 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 46 | N.A. | 6.16 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 47 | N.A. | 3.86 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 48 | N.A. | 1.32 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + No correct slide plane found. + in zone 1B + + + Information on the zone plane : Fmin = 1.468 + : Zone = 2A + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 62.81 [m] + Y co-ordinate center point : 20.15 [m] + Radius of critical circle : 11.84 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 883.41 [kNm/m] + Driving moment free water : 0.00 [kNm/m] + Driving moment external loads : 93.61 [kNm/m] + Iterated resisting moment : 1296.85 [kNm/m] + Non-iterated resisting moment : 1237.20 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 54.60 | 11.61 | 11.78 | 0.36 | -43.89 | -1.11 | 0.51 | 0.00 | + 2 | 54.89 | 11.34 | 11.78 | 0.21 | -41.97 | -1.11 | 0.29 | 1.28 | + 3 | 55.10 | 11.15 | 11.77 | 0.21 | -40.59 | -1.11 | 0.28 | 1.28 | + 4 | 55.25 | 11.02 | 11.77 | 0.09 | -39.62 | -1.11 | 0.12 | 1.28 | + 5 | 55.45 | 10.87 | 11.75 | 0.29 | -38.42 | -8.51 | 0.38 | 1.28 | + 6 | 55.74 | 10.64 | 11.70 | 0.29 | -36.63 | -8.51 | 0.37 | 1.28 | + 7 | 56.04 | 10.43 | 11.66 | 0.29 | -34.87 | -8.51 | 0.36 | 1.28 | + 8 | 56.33 | 10.23 | 11.62 | 0.29 | -33.16 | -8.51 | 0.35 | 1.28 | + 9 | 56.62 | 10.05 | 11.57 | 0.29 | -31.47 | -8.51 | 0.34 | 1.28 | + 10 | 56.78 | 9.95 | 11.54 | 0.03 | -30.56 | -21.79 | 0.03 | 1.28 | + 11 | 56.95 | 9.85 | 11.48 | 0.31 | -29.62 | -21.79 | 0.36 | 1.28 | + 12 | 57.26 | 9.68 | 11.35 | 0.31 | -27.90 | -21.79 | 0.35 | 1.28 | + 13 | 57.58 | 9.52 | 11.23 | 0.31 | -26.21 | -21.79 | 0.35 | 1.28 | + 14 | 57.89 | 9.37 | 11.10 | 0.31 | -24.54 | -21.79 | 0.34 | 1.28 | + 15 | 58.20 | 9.24 | 10.98 | 0.31 | -22.90 | -21.79 | 0.34 | 1.28 | + 16 | 58.51 | 9.11 | 10.85 | 0.31 | -21.27 | -21.79 | 0.33 | 1.28 | + 17 | 58.82 | 8.99 | 10.73 | 0.31 | -19.67 | -21.79 | 0.33 | 1.28 | + 18 | 59.11 | 8.89 | 10.62 | 0.26 | -18.20 | -21.79 | 0.27 | 1.28 | + 19 | 59.37 | 8.81 | 10.51 | 0.26 | -16.88 | -21.79 | 0.27 | 1.28 | + 20 | 59.63 | 8.74 | 10.41 | 0.26 | -15.56 | -21.79 | 0.27 | 1.28 | + 21 | 59.89 | 8.67 | 10.30 | 0.26 | -14.26 | -21.79 | 0.27 | 1.28 | + 22 | 60.18 | 8.60 | 10.19 | 0.31 | -12.83 | -21.79 | 0.32 | 1.28 | + 23 | 60.49 | 8.53 | 10.06 | 0.31 | -11.27 | -21.79 | 0.32 | 1.28 | + 24 | 60.81 | 8.47 | 9.94 | 0.31 | -9.72 | -21.79 | 0.32 | 1.28 | + 25 | 61.12 | 8.42 | 9.81 | 0.31 | -8.18 | -21.79 | 0.32 | 1.28 | + 26 | 61.44 | 8.38 | 9.68 | 0.31 | -6.64 | -21.79 | 0.32 | 1.28 | + 27 | 61.78 | 8.35 | 9.55 | 0.37 | -4.99 | -21.79 | 0.37 | 1.28 | + 28 | 62.10 | 8.32 | 9.42 | 0.28 | -3.41 | -21.79 | 0.28 | 2.00 | + 29 | 62.38 | 8.31 | 9.31 | 0.28 | -2.05 | -21.79 | 0.28 | 2.00 | + 30 | 62.67 | 8.30 | 9.19 | 0.28 | -0.68 | -21.79 | 0.28 | 2.00 | + 31 | 63.00 | 8.30 | 9.06 | 0.38 | 0.93 | -21.79 | 0.38 | 2.00 | + 32 | 63.34 | 8.31 | 8.92 | 0.30 | 2.59 | -21.79 | 0.30 | 2.00 | + 33 | 63.64 | 8.33 | 8.80 | 0.30 | 4.06 | -21.79 | 0.30 | 2.00 | + 34 | 63.92 | 8.36 | 8.69 | 0.26 | 5.42 | -21.79 | 0.26 | 2.00 | + 35 | 64.18 | 8.38 | 8.59 | 0.26 | 6.67 | -21.79 | 0.26 | 2.00 | + 36 | 64.44 | 8.42 | 8.48 | 0.26 | 7.92 | -21.79 | 0.26 | 2.00 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 34.96 | 34.96 | 0.00 | -0.00 | -0.00 | 1.25 | 16.73 | 16.73 | + 2 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 1.85 | 21.91 | 21.91 | + 3 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 2.58 | 25.32 | 25.32 | + 4 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 1.30 | 27.42 | 27.42 | + 5 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 4.79 | 16.30 | 16.30 | + 6 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.78 | 19.66 | 19.66 | + 7 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.69 | 22.76 | 22.76 | + 8 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.53 | 25.62 | 25.62 | + 9 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.31 | 28.25 | 28.25 | + 10 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.82 | 29.18 | 29.18 | + 11 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 9.11 | 29.26 | 29.26 | + 12 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 9.33 | 29.98 | 29.98 | + 13 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 9.48 | 30.47 | 30.47 | + 14 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 9.57 | 30.75 | 30.75 | + 15 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 9.59 | 30.83 | 30.83 | + 16 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 9.56 | 30.72 | 30.72 | + 17 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 9.46 | 30.42 | 30.42 | + 18 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.83 | 29.99 | 29.99 | + 19 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.69 | 29.46 | 29.46 | + 20 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.52 | 28.81 | 28.81 | + 21 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.32 | 28.04 | 28.04 | + 22 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.51 | 27.06 | 27.06 | + 23 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.12 | 25.82 | 25.82 | + 24 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.68 | 24.42 | 24.42 | + 25 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.19 | 22.86 | 22.86 | + 26 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.65 | 21.15 | 21.15 | + 27 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.07 | 19.27 | 19.27 | + 28 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 4.94 | 17.53 | 17.53 | + 29 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 4.50 | 15.94 | 15.94 | + 30 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 4.02 | 14.24 | 14.24 | + 31 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 4.65 | 12.09 | 12.09 | + 32 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 2.94 | 9.73 | 9.73 | + 33 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 2.27 | 7.51 | 7.51 | + 34 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 1.38 | 5.36 | 5.36 | + 35 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 0.84 | 3.28 | 3.28 | + 36 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 0.28 | 1.11 | 1.11 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 8.02 | N.A. | N.A. | 13.30 | 11.47 | + 2 | 0.00 | 0.00 | 0.00 | 8.69 | N.A. | N.A. | 13.30 | 16.59 | + 3 | 0.00 | 0.00 | 0.00 | 9.99 | N.A. | N.A. | 13.30 | 19.49 | + 4 | 0.00 | 0.00 | 0.00 | 10.81 | N.A. | N.A. | 13.30 | 21.32 | + 5 | 0.00 | 0.00 | 0.00 | 6.90 | N.A. | N.A. | 0.00 | 12.57 | + 6 | 0.00 | 0.00 | 0.00 | 8.21 | N.A. | N.A. | 0.00 | 15.50 | + 7 | 0.00 | 0.00 | 0.00 | 9.45 | N.A. | N.A. | 0.00 | 18.28 | + 8 | 0.00 | 0.00 | 0.00 | 10.62 | N.A. | N.A. | 0.00 | 20.89 | + 9 | 0.00 | 0.00 | 0.00 | 11.72 | N.A. | N.A. | 0.00 | 23.36 | + 10 | 0.00 | 0.00 | 0.00 | 12.14 | N.A. | N.A. | 0.00 | 24.30 | + 11 | 0.00 | 0.00 | 0.00 | 12.24 | N.A. | N.A. | 0.00 | 24.52 | + 12 | 0.00 | 0.00 | 0.00 | 12.64 | N.A. | N.A. | 0.00 | 25.42 | + 13 | 0.00 | 0.00 | 0.00 | 12.95 | N.A. | N.A. | 0.00 | 26.12 | + 14 | 0.00 | 0.00 | 0.00 | 13.19 | N.A. | N.A. | 0.00 | 26.65 | + 15 | 0.00 | 0.00 | 0.00 | 13.34 | N.A. | N.A. | 0.00 | 26.99 | + 16 | 0.00 | 0.00 | 0.00 | 13.42 | N.A. | N.A. | 0.00 | 27.16 | + 17 | 0.00 | 0.00 | 0.00 | 13.41 | N.A. | N.A. | 0.00 | 27.15 | + 18 | 0.00 | 0.00 | 0.00 | 13.35 | N.A. | N.A. | 0.00 | 27.00 | + 19 | 0.00 | 0.00 | 0.00 | 13.22 | N.A. | N.A. | 0.00 | 26.73 | + 20 | 0.00 | 0.00 | 0.00 | 13.05 | N.A. | N.A. | 0.00 | 26.34 | + 21 | 0.00 | 0.00 | 0.00 | 12.82 | N.A. | N.A. | 0.00 | 25.82 | + 22 | 0.00 | 0.00 | 0.00 | 12.50 | N.A. | N.A. | 0.00 | 25.12 | + 23 | 0.00 | 0.00 | 0.00 | 12.09 | N.A. | N.A. | 0.00 | 24.18 | + 24 | 0.00 | 0.00 | 0.00 | 11.59 | N.A. | N.A. | 0.00 | 23.07 | + 25 | 0.00 | 0.00 | 0.00 | 11.02 | N.A. | N.A. | 0.00 | 21.79 | + 26 | 0.00 | 0.00 | 0.00 | 10.36 | N.A. | N.A. | 0.00 | 20.32 | + 27 | 0.00 | 0.00 | 0.00 | 9.64 | N.A. | N.A. | 0.00 | 18.70 | + 28 | 0.00 | 0.00 | 0.00 | 7.94 | N.A. | N.A. | 0.00 | 17.21 | + 29 | 0.00 | 0.00 | 0.00 | 7.44 | N.A. | N.A. | 0.00 | 15.76 | + 30 | 0.00 | 0.00 | 0.00 | 6.90 | N.A. | N.A. | 0.00 | 14.19 | + 31 | 0.00 | 0.00 | 0.00 | 6.20 | N.A. | N.A. | 0.00 | 12.16 | + 32 | 0.00 | 0.00 | 0.00 | 5.42 | N.A. | N.A. | 0.00 | 9.90 | + 33 | 0.00 | 0.00 | 0.00 | 4.67 | N.A. | N.A. | 0.00 | 7.74 | + 34 | 0.00 | 0.00 | 0.00 | 3.94 | N.A. | N.A. | 0.00 | 5.61 | + 35 | 0.00 | 0.00 | 0.00 | 3.22 | N.A. | N.A. | 0.00 | 3.54 | + 36 | 0.00 | 0.00 | 0.00 | 2.46 | N.A. | N.A. | 0.00 | 1.34 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 16.73 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 21.91 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 25.32 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 27.42 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 16.30 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 19.66 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 22.76 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 25.62 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 28.25 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 29.18 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 29.26 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 29.98 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 30.47 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 30.75 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 30.83 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 30.72 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 30.42 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 29.99 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 29.46 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 28.81 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 28.04 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 27.06 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 25.82 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 24.42 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 22.86 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 21.15 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 19.27 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 17.53 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 15.94 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 14.24 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 12.09 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 9.73 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 7.51 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 34 | N.A. | 5.36 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 35 | N.A. | 3.28 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 36 | N.A. | 1.11 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + No correct slide plane found. + in zone 2B + + + No correct slide plane found. + in zone 3A + + + No correct slide plane found. + in zone 3B + + + + END OF D-Geo Stability OUTPUT + ============================= Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/NEER374.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/NEER374.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/NEER374.STI.sti (revision 2226) @@ -0,0 +1,1578 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 2-2-2015 +TIME : 14:00:47 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 260119\Stabiliteit\Geometries\Gespiegeld\NEER374.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 10 = number of items +[SOIL] +zanddiep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleigr +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.60 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zwkl.gr +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=12.50 +SoilPhi=19.30 +SoilDilatancy=19.30 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleibr +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=7.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klbr.sz (1) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +aanvul +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zandlos +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.klgra +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kl.br.z (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.70 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zanddiep +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 42 - Number of geometry points - + 1 57.000 7.100 0.000 + 2 48.200 7.100 0.000 + 3 46.700 7.700 0.000 + 4 35.800 8.400 0.000 + 5 26.000 11.600 0.000 + 6 19.000 11.600 0.000 + 7 17.500 11.200 0.000 + 8 11.900 9.200 0.000 + 9 0.000 9.200 0.000 + 10 39.300 7.400 0.000 + 11 34.500 8.200 0.000 + 12 27.000 11.200 0.000 + 13 21.000 11.200 0.000 + 14 13.000 8.000 0.000 + 15 12.000 7.600 0.000 + 16 0.000 7.500 0.000 + 17 30.000 7.100 0.000 + 18 24.000 7.300 0.000 + 19 24.000 7.000 0.000 + 20 12.000 7.300 0.000 + 21 57.000 6.300 0.000 + 22 24.000 6.400 0.000 + 23 57.000 5.500 0.000 + 24 39.000 5.500 0.000 + 25 57.000 3.500 0.000 + 26 39.000 3.500 0.000 + 27 0.000 7.000 0.000 + 28 23.000 5.100 0.000 + 29 19.200 5.500 0.000 + 30 12.000 6.100 0.000 + 31 0.000 7.200 0.000 + 32 57.000 0.000 0.000 + 33 0.000 0.000 0.000 + 34 17.200 11.100 0.000 + 35 0.000 11.100 0.000 + 36 57.000 8.400 0.000 + 37 34.500 8.800 0.000 + 38 11.900 10.000 0.000 + 39 39.500 6.500 0.000 + 40 57.000 6.300 0.000 + 41 39.500 6.500 0.000 + 42 34.500 8.200 0.000 +[END OF POINTS] + +[CURVES] + 28 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 24 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 22 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 20 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 21 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 39 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 17 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 39 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 11 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 13 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 42 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 38 +[END OF CURVES] + +[BOUNDARIES] + 8 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 3 2 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 7 6 5 4 + 3 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 7 6 8 + 4 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 7 6 11 10 9 + 5 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 15 14 13 12 9 + 6 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 15 14 18 17 16 12 9 + 7 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 21 20 19 17 16 12 9 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 8 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 8 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 8 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 23 22 25 24 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 28 27 26 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 7 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zanddiep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + l.kleigr + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + zwkl.gr + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + l.kleibr + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klbr.sz (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + l.kleibr + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + aanvul + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Neerloon-Demen +Neerloon hm 374 bestaand + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 7 Number of layers + 7 100 + 6 100 100 + 5 100 100 100 + 4 100 100 100 100 + 3 100 100 100 100 100 + 2 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 50 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 +[CIRCLES] + 32.000 42.000 5 X-direction + 11.000 20.000 5 Y-direction + 8.000 2.000 9 Tangent lines + 57.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 23.50 26.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 7 +[LIFT SLIP DATA] + 57.000 57.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 57.000 57.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 7 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 57.00 = X co-ordinate indicating start of zone [m] + 57.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 57.00 = Left side minimum road [m] + 57.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series003/Dik(dike)_Loc(337)_Mdl(Bishop)_1996-01-01T00_00_00z1.wmf =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series007/Dik(dike)_Loc(Grave_348_STBU_bodemopbouw)_Mdl(Bishop)_1996-01-01T00_00_00.sto =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series007/Dik(dike)_Loc(Grave_348_STBU_bodemopbouw)_Mdl(Bishop)_1996-01-01T00_00_00.sto (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series007/Dik(dike)_Loc(Grave_348_STBU_bodemopbouw)_Mdl(Bishop)_1996-01-01T00_00_00.sto (revision 2226) @@ -0,0 +1,5531 @@ +Program : D-Geo Stability +Version : 18.1.1.3 +Company : Stichting Deltares +Date : 27-03-2019 +Time : 13:46:46 + +Output file : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series007\Dik(dike)_Loc(Grave_348_STBU_bodemopbouw)_Mdl(Bishop)_1996-01-01T00_00_00.sto +Input file : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series007\Dik(dike)_Loc(Grave_348_STBU_bodemopbouw)_Mdl(Bishop)_1996-01-01T00_00_00.sti +========================== BEGINNING OF DATA ========================== + + + ECHO OF THE INPUT + ================= + + + Problem identification : + : + + Calculation model : Bishop + Default shear strength : C phi + Zone type : New + + LAYER BOUNDARIES + ================ + + Boundary no.| Co-ordinates [m] + ------------|---------------------------------------------------- + | + 6 - X - | 0.00 15.68 27.12 50.11 50.26 50.65 + 6 - Y - | 6.02 5.88 5.95 6.40 6.41 6.41 + | + 6 - X - | 50.85 66.17 69.34 70.03 72.53 81.26 + 6 - Y - | 6.42 11.75 11.86 11.84 11.75 8.79 + | + 6 - X - | 99.05 107.25 109.25 115.98 124.61 132.00 + 6 - Y - | 7.98 8.07 8.07 7.79 7.79 7.44 + | + 6 - X - | 132.34 + 6 - Y - | 7.44 + | + 5 - X - | 0.00 15.68 27.12 50.11 50.26 50.65 + 5 - Y - | 6.02 5.88 5.95 6.40 6.41 6.41 + | + 5 - X - | 50.85 53.83 66.17 69.34 70.03 72.53 + 5 - Y - | 6.42 6.48 11.75 11.86 11.84 11.75 + | + 5 - X - | 81.26 99.05 107.25 109.25 115.98 124.61 + 5 - Y - | 8.79 7.98 8.07 8.07 7.79 7.79 + | + 5 - X - | 132.00 132.34 + 5 - Y - | 7.44 7.44 + | + 4 - X - | 0.00 15.68 27.12 50.11 50.26 50.65 + 4 - Y - | 6.02 5.88 5.95 6.40 6.41 6.41 + | + 4 - X - | 50.85 53.83 66.17 69.34 70.03 72.53 + 4 - Y - | 6.42 6.48 11.75 11.86 11.84 11.75 + | + 4 - X - | 81.26 99.05 108.23 132.34 + 4 - Y - | 8.79 7.98 6.96 6.92 + | + 3 - X - | 0.00 31.30 53.84 66.17 72.83 81.26 + 3 - Y - | 4.00 4.00 3.90 5.00 5.44 6.00 + | + 3 - X - | 98.96 109.41 109.41 109.41 132.34 + 3 - Y - | 6.00 5.21 5.19 2.69 2.64 + | + 2 - X - | 0.00 31.30 53.84 66.17 81.26 92.91 + 2 - Y - | 4.00 4.00 3.90 3.50 4.00 4.00 + | + 2 - X - | 98.88 109.41 109.41 132.34 + 2 - Y - | 4.00 5.19 2.69 2.64 + | + 1 - X - | 0.00 31.30 53.84 65.88 109.41 132.34 + 1 - Y - | 4.00 4.00 3.90 2.80 2.69 2.64 + | + 0 - X - | 0.00 132.34 + 0 - Y - | -5.84 -5.68 + + + + PL-LINES + ======== + + Pl-line no. | Co-ordinates [m] + ------------|---------------------------------------------------- + | + 1 - X - | 0.00 52.53 66.17 72.53 81.26 132.34 + 1 - Y - | 7.00 7.00 5.15 5.50 8.79 8.79 + | + 2 - X - | 0.00 132.34 + 2 - Y - | -5.84 -5.84 + | + 3 - X - | 0.00 1.00 38.00 50.85 90.00 132.34 + 3 - Y - | 5.44 5.44 5.45 5.44 5.43 5.43 + | + 4 - X - | 0.00 132.34 + 4 - Y - | -5.84 -5.84 + + + + + Unit weight of water used for calculation: 9.81 [kN/m3] + The groundwater level is determined by Pl-line number 1 + + + + REFERENCE LEVEL SU + ================== + + + | Co-ordinates [m] +--------- |----------------------------------------------------------- + | + - X - | 0.00 132.34 + - Y - | -5.84 -5.68 + + + Unit weight, dry 16.00 [kN/m3] + Unit weight, wet 18.00 [kN/m3] + + + + FORBIDDEN LINES + =============== + + No forbidden lines were input. + + + + SOIL PROPERTIES + =============== + + Layer no.| Material name + ---------|----------------------------- + 6 | Klei nieuw (1) + 5 | Zand tussen (1) + 4 | Huidige klei + 3 | Zand tussen (1) + 2 | Huidige klei + 1 | wl_Zand diep + + Layer | Gam usat| Gam sat | Pl-line | Pl-line | + number | [kN/m3] | [kN/m3] | top | bottom | + ---------|---------|---------|---------|---------| + 6 | 16.00 | 18.00 | 1 | 1 | + 5 | 18.00 | 20.00 | 99 | 99 | + 4 | 18.50 | 19.20 | 1 | 1 | + 3 | 18.00 | 20.00 | 99 | 99 | + 2 | 18.50 | 19.20 | 99 | 99 | + 1 | 19.00 | 21.00 | 3 | - | + + Layer | Cohesion| Phi |Dilatancy| S | POP | m | + number | [kN/m2] |[degrees]|[degrees]| [ - ] | [kN/m2] | [ - ] | + ---------|---------|---------|---------|---------|---------|---------| + 6 | 2.00 | 19.04 | 19.04 | - | - | - | + 5 | 1.21 | 26.69 | 26.69 | - | - | - | + 4 | 1.28 | 24.08 | 24.08 | - | - | - | + 3 | 1.21 | 26.69 | 26.69 | - | - | - | + 2 | 1.28 | 24.08 | 24.08 | - | - | - | + 1 | 0.00 | 30.26 | 30.26 | - | - | - | + + Layer | Su top | Su bot. | Su grad.| POP top | POP bot.|Gamma LEM| + number | [kN/m2] | [kN/m2] |[kN/m2/m]| [kN/m2] | [kN/m2] | [-] | + ---------|---------|---------|---------|---------|---------|---------| + 6 | - | - | - | - | - | - | + 5 | - | - | - | - | - | - | + 4 | - | - | - | - | - | - | + 3 | - | - | - | - | - | - | + 2 | - | - | - | - | - | - | + 1 | - | - | - | - | - | - | + + + + No degree of consolidation <> 100% input. + + + + CENTER POINT GRID AND TANGENT LINES + =================================== + + X co-ordinate grid left : 69.35 [m] + X co-ordinate grid right : 94.35 [m] + Number of grid points in X - direction : 10 + + Y co-ordinate grid bottom : 11.86 [m] + Y co-ordinate grid top : 36.86 [m] + Number of grid points in Y - direction : 10 + + Y co-ordinate tangent smallest circle : 7.44 [m] + Y co-ordinate tangent biggest circle : 3.02 [m] + Number of circles per grid point : 9 + + No fixed points input. + + Total number of center points in the grid: 100 + Total number of slip circles in the grid : 900 + + + + MEASURED YIELD STRESS + ===================== + + No measured yield stress input. + + + LINE LOADS + ========== + + No line loads were input. + + + + UNIFORM LOAD + ============ + + Uniform |Magnitude| X start | X end | Distrib.| Load | + load number | [kN/m] | [m] | [m] | degrees | Type | + ------------|---------|---------|---------|---------|-----------| + 1 | 13.30 | 70.03 | 72.53 | 0.00 | Temporary | + + + + TREE ON SLOPE + ============= + + No tree on slope was input. + + + + DEGREE OF CONSOLIDATION : TEMPORARY LOADS + ========================================= + + Layer number| Degree of consolidation + -------------|------------------------- + 6 | 100 + 5 | 100 + 4 | 100 + 3 | 100 + 2 | 100 + 1 | 100 + + + + EARTHQUAKE + ========== + + No earth quake factors were input. + + + + ZONE + ==== + + Diketable height [m] = 11.75 + X co-ordinate start of zone [m] = 66.17 + Boundary of design level influence at X [m] = 132.33 + Boundary of design level influence at Y [m] = 11.85 + Required safety in zone 1a = 1.00 + Required safety in zone 1b = 1.00 + Required safety in zone 2a = 1.00 + Required safety in zone 2b = 1.00 + Left side of minimal road [m] = 0.01 + Right side of minimal road [m] = 0.01 + Required safety in zone 3a = 0.90 + Required safety in zone 3b = 0.90 + Stability calculation side = right + Remolding reduction factor = 0.50 + Schematization reduction factor = 0.80 + Overtopping condition <= 0.1 l/m/s + + + +**************** The input has been tested, and is correct. **************** +****************************************************************************** + + + RESULTS OF THE SLOPE STABILITY ANALYSIS + ======================================= + + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 69.35 | 11.86 | 8.84 | - | + ---------|---------|---------|---------| + 69.35 | 11.86 | 8.29 | - | + ---------|---------|---------|---------| + 69.35 | 11.86 | 7.73 | - | + ---------|---------|---------|---------| + 69.35 | 11.86 | 7.18 | - | + ---------|---------|---------|---------| + 69.35 | 11.86 | 6.63 | - | + ---------|---------|---------|---------| + 69.35 | 11.86 | 6.08 | - | + ---------|---------|---------|---------| + 69.35 | 11.86 | 5.53 | - | + ---------|---------|---------|---------| + 69.35 | 11.86 | 4.97 | - | + ---------|---------|---------|---------| + 69.35 | 11.86 | 4.42 | - | + ---------|---------|---------|---------| + 69.35 | 14.64 | 11.62 | - | + ---------|---------|---------|---------| + 69.35 | 14.64 | 11.07 | - | + ---------|---------|---------|---------| + 69.35 | 14.64 | 10.51 | - | + ---------|---------|---------|---------| + 69.35 | 14.64 | 9.96 | - | + ---------|---------|---------|---------| + 69.35 | 14.64 | 9.41 | - | + ---------|---------|---------|---------| + 69.35 | 14.64 | 8.86 | - | + ---------|---------|---------|---------| + 69.35 | 14.64 | 8.30 | - | + ---------|---------|---------|---------| + 69.35 | 14.64 | 7.75 | - | + ---------|---------|---------|---------| + 69.35 | 14.64 | 7.20 | - | + ---------|---------|---------|---------| + 69.35 | 17.42 | 14.40 | - | + ---------|---------|---------|---------| + 69.35 | 17.42 | 13.84 | - | + ---------|---------|---------|---------| + 69.35 | 17.42 | 13.29 | - | + ---------|---------|---------|---------| + 69.35 | 17.42 | 12.74 | - | + ---------|---------|---------|---------| + 69.35 | 17.42 | 12.19 | - | + ---------|---------|---------|---------| + 69.35 | 17.42 | 11.63 | - | + ---------|---------|---------|---------| + 69.35 | 17.42 | 11.08 | - | + ---------|---------|---------|---------| + 69.35 | 17.42 | 10.53 | - | + ---------|---------|---------|---------| + 69.35 | 17.42 | 9.98 | - | + ---------|---------|---------|---------| + 69.35 | 20.20 | 17.17 | - | + ---------|---------|---------|---------| + 69.35 | 20.20 | 16.62 | - | + ---------|---------|---------|---------| + 69.35 | 20.20 | 16.07 | - | + ---------|---------|---------|---------| + 69.35 | 20.20 | 15.52 | - | + ---------|---------|---------|---------| + 69.35 | 20.20 | 14.96 | - | + ---------|---------|---------|---------| + 69.35 | 20.20 | 14.41 | - | + ---------|---------|---------|---------| + 69.35 | 20.20 | 13.86 | - | + ---------|---------|---------|---------| + 69.35 | 20.20 | 13.31 | - | + ---------|---------|---------|---------| + 69.35 | 20.20 | 12.75 | - | + ---------|---------|---------|---------| + 69.35 | 22.97 | 19.95 | - | + ---------|---------|---------|---------| + 69.35 | 22.97 | 19.40 | - | + ---------|---------|---------|---------| + 69.35 | 22.97 | 18.85 | - | + ---------|---------|---------|---------| + 69.35 | 22.97 | 18.29 | - | + ---------|---------|---------|---------| + 69.35 | 22.97 | 17.74 | - | + ---------|---------|---------|---------| + 69.35 | 22.97 | 17.19 | - | + ---------|---------|---------|---------| + 69.35 | 22.97 | 16.64 | - | + ---------|---------|---------|---------| + 69.35 | 22.97 | 16.08 | - | + ---------|---------|---------|---------| + 69.35 | 22.97 | 15.53 | - | + ---------|---------|---------|---------| + 69.35 | 25.75 | 22.73 | - | + ---------|---------|---------|---------| + 69.35 | 25.75 | 22.18 | - | + ---------|---------|---------|---------| + 69.35 | 25.75 | 21.62 | - | + ---------|---------|---------|---------| + 69.35 | 25.75 | 21.07 | - | + ---------|---------|---------|---------| + 69.35 | 25.75 | 20.52 | - | + ---------|---------|---------|---------| + 69.35 | 25.75 | 19.97 | - | + ---------|---------|---------|---------| + 69.35 | 25.75 | 19.41 | - | + ---------|---------|---------|---------| + 69.35 | 25.75 | 18.86 | - | + ---------|---------|---------|---------| + 69.35 | 25.75 | 18.31 | - | + ---------|---------|---------|---------| + 69.35 | 28.53 | 25.51 | - | + ---------|---------|---------|---------| + 69.35 | 28.53 | 24.95 | - | + ---------|---------|---------|---------| + 69.35 | 28.53 | 24.40 | - | + ---------|---------|---------|---------| + 69.35 | 28.53 | 23.85 | - | + ---------|---------|---------|---------| + 69.35 | 28.53 | 23.30 | - | + ---------|---------|---------|---------| + 69.35 | 28.53 | 22.74 | - | + ---------|---------|---------|---------| + 69.35 | 28.53 | 22.19 | - | + ---------|---------|---------|---------| + 69.35 | 28.53 | 21.64 | - | + ---------|---------|---------|---------| + 69.35 | 28.53 | 21.09 | - | + ---------|---------|---------|---------| + 69.35 | 31.31 | 28.28 | - | + ---------|---------|---------|---------| + 69.35 | 31.31 | 27.73 | - | + ---------|---------|---------|---------| + 69.35 | 31.31 | 27.18 | - | + ---------|---------|---------|---------| + 69.35 | 31.31 | 26.63 | - | + ---------|---------|---------|---------| + 69.35 | 31.31 | 26.07 | - | + ---------|---------|---------|---------| + 69.35 | 31.31 | 25.52 | - | + ---------|---------|---------|---------| + 69.35 | 31.31 | 24.97 | - | + ---------|---------|---------|---------| + 69.35 | 31.31 | 24.42 | - | + ---------|---------|---------|---------| + 69.35 | 31.31 | 23.86 | - | + ---------|---------|---------|---------| + 69.35 | 34.09 | 31.06 | - | + ---------|---------|---------|---------| + 69.35 | 34.09 | 30.51 | - | + ---------|---------|---------|---------| + 69.35 | 34.09 | 29.96 | - | + ---------|---------|---------|---------| + 69.35 | 34.09 | 29.40 | - | + ---------|---------|---------|---------| + 69.35 | 34.09 | 28.85 | - | + ---------|---------|---------|---------| + 69.35 | 34.09 | 28.30 | - | + ---------|---------|---------|---------| + 69.35 | 34.09 | 27.75 | - | + ---------|---------|---------|---------| + 69.35 | 34.09 | 27.19 | - | + ---------|---------|---------|---------| + 69.35 | 34.09 | 26.64 | - | + ---------|---------|---------|---------| + 69.35 | 36.86 | 33.84 | - | + ---------|---------|---------|---------| + 69.35 | 36.86 | 33.29 | - | + ---------|---------|---------|---------| + 69.35 | 36.86 | 32.73 | - | + ---------|---------|---------|---------| + 69.35 | 36.86 | 32.18 | - | + ---------|---------|---------|---------| + 69.35 | 36.86 | 31.63 | - | + ---------|---------|---------|---------| + 69.35 | 36.86 | 31.08 | - | + ---------|---------|---------|---------| + 69.35 | 36.86 | 30.52 | - | + ---------|---------|---------|---------| + 69.35 | 36.86 | 29.97 | - | + ---------|---------|---------|---------| + 69.35 | 36.86 | 29.42 | - | + ---------|---------|---------|---------| + 72.13 | 11.86 | 8.84 | 8.64 | + ---------|---------|---------|---------| + 72.13 | 11.86 | 8.29 | 8.59 | + ---------|---------|---------|---------| + 72.13 | 11.86 | 7.73 | 8.54 | + ---------|---------|---------|---------| + 72.13 | 11.86 | 7.18 | 8.28 | + ---------|---------|---------|---------| + 72.13 | 11.86 | 6.63 | 7.93 | + ---------|---------|---------|---------| + 72.13 | 11.86 | 6.08 | 7.55 | + ---------|---------|---------|---------| + 72.13 | 11.86 | 5.53 | 7.59 | + ---------|---------|---------|---------| + 72.13 | 11.86 | 4.97 | 7.45 | + ---------|---------|---------|---------| + 72.13 | 11.86 | 4.42 | 7.22 | + ---------|---------|---------|---------| + 72.13 | 14.64 | 11.62 | 8.22 | + ---------|---------|---------|---------| + 72.13 | 14.64 | 11.07 | 8.01 | + ---------|---------|---------|---------| + 72.13 | 14.64 | 10.51 | 7.84 | + ---------|---------|---------|---------| + 72.13 | 14.64 | 9.96 | 7.45 | + ---------|---------|---------|---------| + 72.13 | 14.64 | 9.41 | 6.99 | + ---------|---------|---------|---------| + 72.13 | 14.64 | 8.86 | 6.48 | + ---------|---------|---------|---------| + 72.13 | 14.64 | 8.30 | 6.15 | + ---------|---------|---------|---------| + 72.13 | 14.64 | 7.75 | 5.84 | + ---------|---------|---------|---------| + 72.13 | 14.64 | 7.20 | 5.56 | + ---------|---------|---------|---------| + 72.13 | 17.42 | 14.40 | 8.99 | + ---------|---------|---------|---------| + 72.13 | 17.42 | 13.84 | 8.56 | + ---------|---------|---------|---------| + 72.13 | 17.42 | 13.29 | 8.17 | + ---------|---------|---------|---------| + 72.13 | 17.42 | 12.74 | 7.67 | + ---------|---------|---------|---------| + 72.13 | 17.42 | 12.19 | 7.18 | + ---------|---------|---------|---------| + 72.13 | 17.42 | 11.63 | 6.66 | + ---------|---------|---------|---------| + 72.13 | 17.42 | 11.08 | 6.33 | + ---------|---------|---------|---------| + 72.13 | 17.42 | 10.53 | 5.98 | + ---------|---------|---------|---------| + 72.13 | 17.42 | 9.98 | 5.66 | + ---------|---------|---------|---------| + 72.13 | 20.20 | 17.17 | 10.34 | + ---------|---------|---------|---------| + 72.13 | 20.20 | 16.62 | 9.66 | + ---------|---------|---------|---------| + 72.13 | 20.20 | 16.07 | 9.05 | + ---------|---------|---------|---------| + 72.13 | 20.20 | 15.52 | 8.31 | + ---------|---------|---------|---------| + 72.13 | 20.20 | 14.96 | 7.64 | + ---------|---------|---------|---------| + 72.13 | 20.20 | 14.41 | 7.07 | + ---------|---------|---------|---------| + 72.13 | 20.20 | 13.86 | 6.78 | + ---------|---------|---------|---------| + 72.13 | 20.20 | 13.31 | 6.42 | + ---------|---------|---------|---------| + 72.13 | 20.20 | 12.75 | 6.08 | + ---------|---------|---------|---------| + 72.13 | 22.97 | 19.95 | 12.16 | + ---------|---------|---------|---------| + 72.13 | 22.97 | 19.40 | 11.14 | + ---------|---------|---------|---------| + 72.13 | 22.97 | 18.85 | 10.26 | + ---------|---------|---------|---------| + 72.13 | 22.97 | 18.29 | 9.25 | + ---------|---------|---------|---------| + 72.13 | 22.97 | 17.74 | 8.36 | + ---------|---------|---------|---------| + 72.13 | 22.97 | 17.19 | 7.59 | + ---------|---------|---------|---------| + 72.13 | 22.97 | 16.64 | 7.29 | + ---------|---------|---------|---------| + 72.13 | 22.97 | 16.08 | 6.94 | + ---------|---------|---------|---------| + 72.13 | 22.97 | 15.53 | 6.60 | + ---------|---------|---------|---------| + 72.13 | 25.75 | 22.73 | 14.53 | + ---------|---------|---------|---------| + 72.13 | 25.75 | 22.18 | 13.01 | + ---------|---------|---------|---------| + 72.13 | 25.75 | 21.62 | 11.76 | + ---------|---------|---------|---------| + 72.13 | 25.75 | 21.07 | 10.42 | + ---------|---------|---------|---------| + 72.13 | 25.75 | 20.52 | 9.25 | + ---------|---------|---------|---------| + 72.13 | 25.75 | 19.97 | 8.26 | + ---------|---------|---------|---------| + 72.13 | 25.75 | 19.41 | 7.83 | + ---------|---------|---------|---------| + 72.13 | 25.75 | 18.86 | 7.50 | + ---------|---------|---------|---------| + 72.13 | 25.75 | 18.31 | 7.15 | + ---------|---------|---------|---------| + 72.13 | 28.53 | 25.51 | - | + ---------|---------|---------|---------| + 72.13 | 28.53 | 24.95 | 15.34 | + ---------|---------|---------|---------| + 72.13 | 28.53 | 24.40 | 13.58 | + ---------|---------|---------|---------| + 72.13 | 28.53 | 23.85 | 11.79 | + ---------|---------|---------|---------| + 72.13 | 28.53 | 23.30 | 10.29 | + ---------|---------|---------|---------| + 72.13 | 28.53 | 22.74 | 9.04 | + ---------|---------|---------|---------| + 72.13 | 28.53 | 22.19 | 8.45 | + ---------|---------|---------|---------| + 72.13 | 28.53 | 21.64 | 8.07 | + ---------|---------|---------|---------| + 72.13 | 28.53 | 21.09 | 7.71 | + ---------|---------|---------|---------| + 72.13 | 31.31 | 28.28 | - | + ---------|---------|---------|---------| + 72.13 | 31.31 | 27.73 | - | + ---------|---------|---------|---------| + 72.13 | 31.31 | 27.18 | 15.74 | + ---------|---------|---------|---------| + 72.13 | 31.31 | 26.63 | 13.39 | + ---------|---------|---------|---------| + 72.13 | 31.31 | 26.07 | 11.48 | + ---------|---------|---------|---------| + 72.13 | 31.31 | 25.52 | 9.92 | + ---------|---------|---------|---------| + 72.13 | 31.31 | 24.97 | 9.15 | + ---------|---------|---------|---------| + 72.13 | 31.31 | 24.42 | 8.64 | + ---------|---------|---------|---------| + 72.13 | 31.31 | 23.86 | 8.27 | + ---------|---------|---------|---------| + 72.13 | 34.09 | 31.06 | - | + ---------|---------|---------|---------| + 72.13 | 34.09 | 30.51 | - | + ---------|---------|---------|---------| + 72.13 | 34.09 | 29.96 | - | + ---------|---------|---------|---------| + 72.13 | 34.09 | 29.40 | 15.25 | + ---------|---------|---------|---------| + 72.13 | 34.09 | 28.85 | 12.82 | + ---------|---------|---------|---------| + 72.13 | 34.09 | 28.30 | 10.89 | + ---------|---------|---------|---------| + 72.13 | 34.09 | 27.75 | 9.91 | + ---------|---------|---------|---------| + 72.13 | 34.09 | 27.19 | 9.25 | + ---------|---------|---------|---------| + 72.13 | 34.09 | 26.64 | 8.84 | + ---------|---------|---------|---------| + 72.13 | 36.86 | 33.84 | - | + ---------|---------|---------|---------| + 72.13 | 36.86 | 33.29 | - | + ---------|---------|---------|---------| + 72.13 | 36.86 | 32.73 | - | + ---------|---------|---------|---------| + 72.13 | 36.86 | 32.18 | 17.42 | + ---------|---------|---------|---------| + 72.13 | 36.86 | 31.63 | 14.32 | + ---------|---------|---------|---------| + 72.13 | 36.86 | 31.08 | 11.96 | + ---------|---------|---------|---------| + 72.13 | 36.86 | 30.52 | 10.73 | + ---------|---------|---------|---------| + 72.13 | 36.86 | 29.97 | 9.90 | + ---------|---------|---------|---------| + 72.13 | 36.86 | 29.42 | 9.41 | + ---------|---------|---------|---------| + 74.90 | 11.86 | 8.84 | 4.46 | + ---------|---------|---------|---------| + 74.90 | 11.86 | 8.29 | 4.38 | + ---------|---------|---------|---------| + 74.90 | 11.86 | 7.73 | 4.28 | + ---------|---------|---------|---------| + 74.90 | 11.86 | 7.18 | 4.06 | + ---------|---------|---------|---------| + 74.90 | 11.86 | 6.63 | 3.83 | + ---------|---------|---------|---------| + 74.90 | 11.86 | 6.08 | 3.53 | + ---------|---------|---------|---------| + 74.90 | 11.86 | 5.53 | 3.39 | + ---------|---------|---------|---------| + 74.90 | 11.86 | 4.97 | 3.12 | + ---------|---------|---------|---------| + 74.90 | 11.86 | 4.42 | 2.98 | + ---------|---------|---------|---------| + 74.90 | 14.64 | 11.62 | 4.37 | + ---------|---------|---------|---------| + 74.90 | 14.64 | 11.07 | 4.15 | + ---------|---------|---------|---------| + 74.90 | 14.64 | 10.51 | 3.97 | + ---------|---------|---------|---------| + 74.90 | 14.64 | 9.96 | 3.68 | + ---------|---------|---------|---------| + 74.90 | 14.64 | 9.41 | 3.42 | + ---------|---------|---------|---------| + 74.90 | 14.64 | 8.86 | 3.15 | + ---------|---------|---------|---------| + 74.90 | 14.64 | 8.30 | 3.07 | + ---------|---------|---------|---------| + 74.90 | 14.64 | 7.75 | 2.94 | + ---------|---------|---------|---------| + 74.90 | 14.64 | 7.20 | 2.72 | + ---------|---------|---------|---------| + 74.90 | 17.42 | 14.40 | 4.74 | + ---------|---------|---------|---------| + 74.90 | 17.42 | 13.84 | 4.46 | + ---------|---------|---------|---------| + 74.90 | 17.42 | 13.29 | 4.22 | + ---------|---------|---------|---------| + 74.90 | 17.42 | 12.74 | 3.87 | + ---------|---------|---------|---------| + 74.90 | 17.42 | 12.19 | 3.53 | + ---------|---------|---------|---------| + 74.90 | 17.42 | 11.63 | 3.19 | + ---------|---------|---------|---------| + 74.90 | 17.42 | 11.08 | 3.07 | + ---------|---------|---------|---------| + 74.90 | 17.42 | 10.53 | 2.98 | + ---------|---------|---------|---------| + 74.90 | 17.42 | 9.98 | 2.84 | + ---------|---------|---------|---------| + 74.90 | 20.20 | 17.17 | 5.30 | + ---------|---------|---------|---------| + 74.90 | 20.20 | 16.62 | 4.95 | + ---------|---------|---------|---------| + 74.90 | 20.20 | 16.07 | 4.66 | + ---------|---------|---------|---------| + 74.90 | 20.20 | 15.52 | 4.24 | + ---------|---------|---------|---------| + 74.90 | 20.20 | 14.96 | 3.84 | + ---------|---------|---------|---------| + 74.90 | 20.20 | 14.41 | 3.43 | + ---------|---------|---------|---------| + 74.90 | 20.20 | 13.86 | 3.26 | + ---------|---------|---------|---------| + 74.90 | 20.20 | 13.31 | 3.12 | + ---------|---------|---------|---------| + 74.90 | 20.20 | 12.75 | 3.00 | + ---------|---------|---------|---------| + 74.90 | 22.97 | 19.95 | 5.98 | + ---------|---------|---------|---------| + 74.90 | 22.97 | 19.40 | 5.55 | + ---------|---------|---------|---------| + 74.90 | 22.97 | 18.85 | 5.19 | + ---------|---------|---------|---------| + 74.90 | 22.97 | 18.29 | 4.69 | + ---------|---------|---------|---------| + 74.90 | 22.97 | 17.74 | 4.22 | + ---------|---------|---------|---------| + 74.90 | 22.97 | 17.19 | 3.75 | + ---------|---------|---------|---------| + 74.90 | 22.97 | 16.64 | 3.53 | + ---------|---------|---------|---------| + 74.90 | 22.97 | 16.08 | 3.36 | + ---------|---------|---------|---------| + 74.90 | 22.97 | 15.53 | 3.22 | + ---------|---------|---------|---------| + 74.90 | 25.75 | 22.73 | 6.77 | + ---------|---------|---------|---------| + 74.90 | 25.75 | 22.18 | 6.24 | + ---------|---------|---------|---------| + 74.90 | 25.75 | 21.62 | 5.79 | + ---------|---------|---------|---------| + 74.90 | 25.75 | 21.07 | 5.20 | + ---------|---------|---------|---------| + 74.90 | 25.75 | 20.52 | 4.65 | + ---------|---------|---------|---------| + 74.90 | 25.75 | 19.97 | 4.11 | + ---------|---------|---------|---------| + 74.90 | 25.75 | 19.41 | 3.85 | + ---------|---------|---------|---------| + 74.90 | 25.75 | 18.86 | 3.64 | + ---------|---------|---------|---------| + 74.90 | 25.75 | 18.31 | 3.46 | + ---------|---------|---------|---------| + 74.90 | 28.53 | 25.51 | 7.66 | + ---------|---------|---------|---------| + 74.90 | 28.53 | 24.95 | 7.00 | + ---------|---------|---------|---------| + 74.90 | 28.53 | 24.40 | 6.46 | + ---------|---------|---------|---------| + 74.90 | 28.53 | 23.85 | 5.76 | + ---------|---------|---------|---------| + 74.90 | 28.53 | 23.30 | 5.12 | + ---------|---------|---------|---------| + 74.90 | 28.53 | 22.74 | 4.49 | + ---------|---------|---------|---------| + 74.90 | 28.53 | 22.19 | 4.19 | + ---------|---------|---------|---------| + 74.90 | 28.53 | 21.64 | 3.93 | + ---------|---------|---------|---------| + 74.90 | 28.53 | 21.09 | 3.73 | + ---------|---------|---------|---------| + 74.90 | 31.31 | 28.28 | 8.66 | + ---------|---------|---------|---------| + 74.90 | 31.31 | 27.73 | 7.86 | + ---------|---------|---------|---------| + 74.90 | 31.31 | 27.18 | 7.19 | + ---------|---------|---------|---------| + 74.90 | 31.31 | 26.63 | 6.37 | + ---------|---------|---------|---------| + 74.90 | 31.31 | 26.07 | 5.62 | + ---------|---------|---------|---------| + 74.90 | 31.31 | 25.52 | 4.90 | + ---------|---------|---------|---------| + 74.90 | 31.31 | 24.97 | 4.55 | + ---------|---------|---------|---------| + 74.90 | 31.31 | 24.42 | 4.25 | + ---------|---------|---------|---------| + 74.90 | 31.31 | 23.86 | 4.01 | + ---------|---------|---------|---------| + 74.90 | 34.09 | 31.06 | 9.80 | + ---------|---------|---------|---------| + 74.90 | 34.09 | 30.51 | 8.80 | + ---------|---------|---------|---------| + 74.90 | 34.09 | 29.96 | 7.99 | + ---------|---------|---------|---------| + 74.90 | 34.09 | 29.40 | 7.02 | + ---------|---------|---------|---------| + 74.90 | 34.09 | 28.85 | 6.15 | + ---------|---------|---------|---------| + 74.90 | 34.09 | 28.30 | 5.33 | + ---------|---------|---------|---------| + 74.90 | 34.09 | 27.75 | 4.92 | + ---------|---------|---------|---------| + 74.90 | 34.09 | 27.19 | 4.57 | + ---------|---------|---------|---------| + 74.90 | 34.09 | 26.64 | 4.30 | + ---------|---------|---------|---------| + 74.90 | 36.86 | 33.84 | 11.09 | + ---------|---------|---------|---------| + 74.90 | 36.86 | 33.29 | 9.86 | + ---------|---------|---------|---------| + 74.90 | 36.86 | 32.73 | 8.86 | + ---------|---------|---------|---------| + 74.90 | 36.86 | 32.18 | 7.72 | + 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94.35 | 11.86 | 7.18 | 24.63 | + 94.35 | 11.86 | 6.63 | 21.01 | + 94.35 | 11.86 | 6.08 | 17.82 | + 94.35 | 11.86 | 5.53 | 16.43 | + 94.35 | 11.86 | 4.97 | - | + 94.35 | 11.86 | 4.42 | - | + 94.35 | 14.64 | 11.62 | 30.42 | + 94.35 | 14.64 | 11.07 | 28.19 | + 94.35 | 14.64 | 10.51 | 26.47 | + 94.35 | 14.64 | 9.96 | 23.12 | + 94.35 | 14.64 | 9.41 | 19.65 | + 94.35 | 14.64 | 8.86 | 16.37 | + 94.35 | 14.64 | 8.30 | 14.81 | + 94.35 | 14.64 | 7.75 | - | + 94.35 | 14.64 | 7.20 | - | + 94.35 | 17.42 | 14.40 | 29.46 | + 94.35 | 17.42 | 13.84 | 27.47 | + 94.35 | 17.42 | 13.29 | 25.95 | + 94.35 | 17.42 | 12.74 | 22.77 | + 94.35 | 17.42 | 12.19 | 19.49 | + 94.35 | 17.42 | 11.63 | 16.22 | + 94.35 | 17.42 | 11.08 | 14.51 | + 94.35 | 17.42 | 10.53 | - | + 94.35 | 17.42 | 9.98 | - | + 94.35 | 20.20 | 17.17 | 29.01 | + 94.35 | 20.20 | 16.62 | 27.21 | + 94.35 | 20.20 | 16.07 | 25.80 | + 94.35 | 20.20 | 15.52 | 22.80 | + 94.35 | 20.20 | 14.96 | 19.63 | + 94.35 | 20.20 | 14.41 | 16.37 | + 94.35 | 20.20 | 13.86 | 14.61 | + 94.35 | 20.20 | 13.31 | - | + 94.35 | 20.20 | 12.75 | - | + 94.35 | 22.97 | 19.95 | 26.05 | + 94.35 | 22.97 | 19.40 | 27.08 | + 94.35 | 22.97 | 18.85 | 25.89 | + 94.35 | 22.97 | 18.29 | 22.97 | + 94.35 | 22.97 | 17.74 | 19.86 | + 94.35 | 22.97 | 17.19 | 16.62 | + 94.35 | 22.97 | 16.64 | 14.82 | + 94.35 | 22.97 | 16.08 | - | + 94.35 | 22.97 | 15.53 | - | + 94.35 | 25.75 | 22.73 | 19.73 | + 94.35 | 25.75 | 22.18 | 23.00 | + 94.35 | 25.75 | 21.62 | 25.59 | + 94.35 | 25.75 | 21.07 | 23.16 | + 94.35 | 25.75 | 20.52 | 20.09 | + 94.35 | 25.75 | 19.97 | 16.89 | + 94.35 | 25.75 | 19.41 | 15.07 | + 94.35 | 25.75 | 18.86 | - | + 94.35 | 25.75 | 18.31 | - | + 94.35 | 28.53 | 25.51 | 14.78 | + 94.35 | 28.53 | 24.95 | 17.42 | + 94.35 | 28.53 | 24.40 | 21.29 | + 94.35 | 28.53 | 23.85 | 22.98 | + 94.35 | 28.53 | 23.30 | 20.33 | + 94.35 | 28.53 | 22.74 | 17.14 | + 94.35 | 28.53 | 22.19 | 15.32 | + 94.35 | 28.53 | 21.64 | - | + 94.35 | 28.53 | 21.09 | - | + 94.35 | 31.31 | 28.28 | 11.46 | + 94.35 | 31.31 | 27.73 | 13.28 | + 94.35 | 31.31 | 27.18 | 16.29 | + 94.35 | 31.31 | 26.63 | 19.40 | + 94.35 | 31.31 | 26.07 | 20.54 | + 94.35 | 31.31 | 25.52 | 17.39 | + 94.35 | 31.31 | 24.97 | 15.56 | + 94.35 | 31.31 | 24.42 | - | + 94.35 | 31.31 | 23.86 | - | + 94.35 | 34.09 | 31.06 | 9.25 | + 94.35 | 34.09 | 30.51 | 10.46 | + 94.35 | 34.09 | 29.96 | 12.56 | + 94.35 | 34.09 | 29.40 | 15.02 | + 94.35 | 34.09 | 28.85 | 18.32 | + 94.35 | 34.09 | 28.30 | 17.62 | + 94.35 | 34.09 | 27.75 | 15.79 | + 94.35 | 34.09 | 27.19 | - | + 94.35 | 34.09 | 26.64 | - | + 94.35 | 36.86 | 33.84 | 7.45 | + 94.35 | 36.86 | 33.29 | 8.52 | + 94.35 | 36.86 | 32.73 | 9.99 | + 94.35 | 36.86 | 32.18 | 11.62 | + 94.35 | 36.86 | 31.63 | 14.45 | + 94.35 | 36.86 | 31.08 | 17.53 | + 94.35 | 36.86 | 30.52 | 16.00 | + 94.35 | 36.86 | 29.97 | - | + 94.35 | 36.86 | 29.42 | - | + + The center point of the critical circle lies on the edge of the grid. + + New grid with : X minimum = 69.35 [m] + X maximum = 94.35 [m] + Y minimum = 11.86 [m] + Y maximum = 36.86 [m] + tangent minimum = 6.89 [m] + tangent maximum = 11.31 [m] + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 69.35 | 11.86 | 4.97 | - | + ---------|---------|---------|---------| + 69.35 | 11.86 | 4.42 | - | + ---------|---------|---------|---------| + 69.35 | 11.86 | 3.87 | - | + ---------|---------|---------|---------| + 69.35 | 11.86 | 3.32 | - | + ---------|---------|---------|---------| + 69.35 | 11.86 | 2.76 | - | + ---------|---------|---------|---------| + 69.35 | 11.86 | 2.21 | - | + ---------|---------|---------|---------| + 69.35 | 11.86 | 1.66 | - | + ---------|---------|---------|---------| + 69.35 | 11.86 | 1.11 | - | + ---------|---------|---------|---------| + 69.35 | 11.86 | 0.55 | - | + ---------|---------|---------|---------| + 69.35 | 14.64 | 7.75 | - | + ---------|---------|---------|---------| + 69.35 | 14.64 | 7.20 | - | + ---------|---------|---------|---------| + 69.35 | 14.64 | 6.65 | - | + ---------|---------|---------|---------| + 69.35 | 14.64 | 6.09 | - | + ---------|---------|---------|---------| + 69.35 | 14.64 | 5.54 | - | + ---------|---------|---------|---------| + 69.35 | 14.64 | 4.99 | - | + ---------|---------|---------|---------| + 69.35 | 14.64 | 4.44 | - | + ---------|---------|---------|---------| + 69.35 | 14.64 | 3.88 | - | + ---------|---------|---------|---------| + 69.35 | 14.64 | 3.33 | - | + ---------|---------|---------|---------| + 69.35 | 17.42 | 10.53 | - | + ---------|---------|---------|---------| + 69.35 | 17.42 | 9.98 | - | + ---------|---------|---------|---------| + 69.35 | 17.42 | 9.42 | - | + ---------|---------|---------|---------| + 69.35 | 17.42 | 8.87 | - | + ---------|---------|---------|---------| + 69.35 | 17.42 | 8.32 | - | + ---------|---------|---------|---------| + 69.35 | 17.42 | 7.77 | - | + ---------|---------|---------|---------| + 69.35 | 17.42 | 7.21 | - | + ---------|---------|---------|---------| + 69.35 | 17.42 | 6.66 | - | + ---------|---------|---------|---------| + 69.35 | 17.42 | 6.11 | - | + ---------|---------|---------|---------| + 69.35 | 20.20 | 13.31 | - | + ---------|---------|---------|---------| + 69.35 | 20.20 | 12.75 | - | + ---------|---------|---------|---------| + 69.35 | 20.20 | 12.20 | - | + ---------|---------|---------|---------| + 69.35 | 20.20 | 11.65 | - | + ---------|---------|---------|---------| + 69.35 | 20.20 | 11.10 | - | + ---------|---------|---------|---------| + 69.35 | 20.20 | 10.54 | - | + ---------|---------|---------|---------| + 69.35 | 20.20 | 9.99 | - | + ---------|---------|---------|---------| + 69.35 | 20.20 | 9.44 | - | + ---------|---------|---------|---------| + 69.35 | 20.20 | 8.89 | - | + ---------|---------|---------|---------| + 69.35 | 22.97 | 16.08 | - | + ---------|---------|---------|---------| + 69.35 | 22.97 | 15.53 | - | + ---------|---------|---------|---------| + 69.35 | 22.97 | 14.98 | - | + ---------|---------|---------|---------| + 69.35 | 22.97 | 14.43 | - | + ---------|---------|---------|---------| + 69.35 | 22.97 | 13.87 | - | + ---------|---------|---------|---------| + 69.35 | 22.97 | 13.32 | - | + ---------|---------|---------|---------| + 69.35 | 22.97 | 12.77 | - | + ---------|---------|---------|---------| + 69.35 | 22.97 | 12.22 | - | + ---------|---------|---------|---------| + 69.35 | 22.97 | 11.66 | - | + ---------|---------|---------|---------| + 69.35 | 25.75 | 18.86 | - | + ---------|---------|---------|---------| + 69.35 | 25.75 | 18.31 | - | + ---------|---------|---------|---------| + 69.35 | 25.75 | 17.76 | - | + ---------|---------|---------|---------| + 69.35 | 25.75 | 17.20 | - | + ---------|---------|---------|---------| + 69.35 | 25.75 | 16.65 | - | + ---------|---------|---------|---------| + 69.35 | 25.75 | 16.10 | - | + ---------|---------|---------|---------| + 69.35 | 25.75 | 15.55 | - | + ---------|---------|---------|---------| + 69.35 | 25.75 | 14.99 | - | + ---------|---------|---------|---------| + 69.35 | 25.75 | 14.44 | - | + ---------|---------|---------|---------| + 69.35 | 28.53 | 21.64 | - | + ---------|---------|---------|---------| + 69.35 | 28.53 | 21.09 | - | + ---------|---------|---------|---------| + 69.35 | 28.53 | 20.53 | - | + ---------|---------|---------|---------| + 69.35 | 28.53 | 19.98 | - | + ---------|---------|---------|---------| + 69.35 | 28.53 | 19.43 | - | + ---------|---------|---------|---------| + 69.35 | 28.53 | 18.88 | - | + ---------|---------|---------|---------| + 69.35 | 28.53 | 18.32 | - | + ---------|---------|---------|---------| + 69.35 | 28.53 | 17.77 | - | + ---------|---------|---------|---------| + 69.35 | 28.53 | 17.22 | - | + ---------|---------|---------|---------| + 69.35 | 31.31 | 24.42 | - | + ---------|---------|---------|---------| + 69.35 | 31.31 | 23.86 | - | + ---------|---------|---------|---------| + 69.35 | 31.31 | 23.31 | - | + ---------|---------|---------|---------| + 69.35 | 31.31 | 22.76 | - | + ---------|---------|---------|---------| + 69.35 | 31.31 | 22.21 | - | + ---------|---------|---------|---------| + 69.35 | 31.31 | 21.65 | - | + ---------|---------|---------|---------| + 69.35 | 31.31 | 21.10 | - | + ---------|---------|---------|---------| + 69.35 | 31.31 | 20.55 | - | + ---------|---------|---------|---------| + 69.35 | 31.31 | 20.00 | - | + ---------|---------|---------|---------| + 69.35 | 34.09 | 27.19 | - | + ---------|---------|---------|---------| + 69.35 | 34.09 | 26.64 | - | + ---------|---------|---------|---------| + 69.35 | 34.09 | 26.09 | - | + ---------|---------|---------|---------| + 69.35 | 34.09 | 25.54 | - | + ---------|---------|---------|---------| + 69.35 | 34.09 | 24.98 | - | + ---------|---------|---------|---------| + 69.35 | 34.09 | 24.43 | - | + ---------|---------|---------|---------| + 69.35 | 34.09 | 23.88 | - | + ---------|---------|---------|---------| + 69.35 | 34.09 | 23.33 | - | + ---------|---------|---------|---------| + 69.35 | 34.09 | 22.77 | - | + ---------|---------|---------|---------| + 69.35 | 36.86 | 29.97 | - | + ---------|---------|---------|---------| + 69.35 | 36.86 | 29.42 | - | + ---------|---------|---------|---------| + 69.35 | 36.86 | 28.87 | - | + ---------|---------|---------|---------| + 69.35 | 36.86 | 28.32 | - | + ---------|---------|---------|---------| + 69.35 | 36.86 | 27.76 | - | + ---------|---------|---------|---------| + 69.35 | 36.86 | 27.21 | - | + ---------|---------|---------|---------| + 69.35 | 36.86 | 26.66 | - | + ---------|---------|---------|---------| + 69.35 | 36.86 | 26.11 | - | + ---------|---------|---------|---------| + 69.35 | 36.86 | 25.55 | - | + ---------|---------|---------|---------| + 72.13 | 11.86 | 4.97 | 7.45 | Evaluated earlier. + 72.13 | 11.86 | 4.42 | 7.22 | Evaluated earlier. + 72.13 | 11.86 | 3.87 | 6.85 | + 72.13 | 11.86 | 3.32 | 6.33 | + 72.13 | 11.86 | 2.76 | 5.57 | + 72.13 | 11.86 | 2.21 | 4.40 | + 72.13 | 11.86 | 1.66 | 4.02 | + 72.13 | 11.86 | 1.11 | - | + 72.13 | 11.86 | 0.55 | - | + 72.13 | 14.64 | 7.75 | 5.84 | Evaluated earlier. + 72.13 | 14.64 | 7.20 | 5.56 | Evaluated earlier. + 72.13 | 14.64 | 6.65 | 5.36 | + 72.13 | 14.64 | 6.09 | 5.19 | + 72.13 | 14.64 | 5.54 | 4.97 | + 72.13 | 14.64 | 4.99 | 4.69 | + 72.13 | 14.64 | 4.44 | 4.31 | + 72.13 | 14.64 | 3.88 | - | + 72.13 | 14.64 | 3.33 | - | + 72.13 | 17.42 | 10.53 | 5.98 | Evaluated earlier. + 72.13 | 17.42 | 9.98 | 5.66 | Evaluated earlier. + 72.13 | 17.42 | 9.42 | 5.37 | + 72.13 | 17.42 | 8.87 | 5.13 | + 72.13 | 17.42 | 8.32 | 4.99 | + 72.13 | 17.42 | 7.77 | 4.96 | + 72.13 | 17.42 | 7.21 | 4.94 | + 72.13 | 17.42 | 6.66 | - | + 72.13 | 17.42 | 6.11 | - | + 72.13 | 20.20 | 13.31 | 6.42 | Evaluated earlier. + 72.13 | 20.20 | 12.75 | 6.08 | Evaluated earlier. + 72.13 | 20.20 | 12.20 | 5.77 | + 72.13 | 20.20 | 11.65 | 5.50 | + 72.13 | 20.20 | 11.10 | 5.30 | + 72.13 | 20.20 | 10.54 | 5.23 | + 72.13 | 20.20 | 9.99 | 5.40 | + 72.13 | 20.20 | 9.44 | - | + 72.13 | 20.20 | 8.89 | - | + 72.13 | 22.97 | 16.08 | 6.94 | Evaluated earlier. + 72.13 | 22.97 | 15.53 | 6.60 | Evaluated earlier. + 72.13 | 22.97 | 14.98 | 6.28 | + 72.13 | 22.97 | 14.43 | 5.99 | + 72.13 | 22.97 | 13.87 | 5.76 | + 72.13 | 22.97 | 13.32 | 5.64 | + 72.13 | 22.97 | 12.77 | 5.79 | + 72.13 | 22.97 | 12.22 | - | + 72.13 | 22.97 | 11.66 | - | + 72.13 | 25.75 | 18.86 | 7.50 | Evaluated earlier. + 72.13 | 25.75 | 18.31 | 7.15 | Evaluated earlier. + 72.13 | 25.75 | 17.76 | 6.82 | + 72.13 | 25.75 | 17.20 | 6.52 | + 72.13 | 25.75 | 16.65 | 6.28 | + 72.13 | 25.75 | 16.10 | 6.14 | + 72.13 | 25.75 | 15.55 | 6.23 | + 72.13 | 25.75 | 14.99 | - | + 72.13 | 25.75 | 14.44 | - | + 72.13 | 28.53 | 21.64 | 8.07 | Evaluated earlier. + 72.13 | 28.53 | 21.09 | 7.71 | Evaluated earlier. + 72.13 | 28.53 | 20.53 | 7.37 | + 72.13 | 28.53 | 19.98 | 7.07 | + 72.13 | 28.53 | 19.43 | 6.82 | + 72.13 | 28.53 | 18.88 | 6.66 | + 72.13 | 28.53 | 18.32 | 6.73 | + 72.13 | 28.53 | 17.77 | - | + 72.13 | 28.53 | 17.22 | - | + 72.13 | 31.31 | 24.42 | 8.64 | Evaluated earlier. + 72.13 | 31.31 | 23.86 | 8.27 | Evaluated earlier. + 72.13 | 31.31 | 23.31 | 7.93 | + 72.13 | 31.31 | 22.76 | 7.62 | + 72.13 | 31.31 | 22.21 | 7.37 | + 72.13 | 31.31 | 21.65 | 7.20 | + 72.13 | 31.31 | 21.10 | 7.25 | + 72.13 | 31.31 | 20.55 | - | + 72.13 | 31.31 | 20.00 | - | + 72.13 | 34.09 | 27.19 | 9.25 | Evaluated earlier. + 72.13 | 34.09 | 26.64 | 8.84 | Evaluated earlier. + 72.13 | 34.09 | 26.09 | 8.49 | + 72.13 | 34.09 | 25.54 | 8.18 | + 72.13 | 34.09 | 24.98 | 7.92 | + 72.13 | 34.09 | 24.43 | 7.75 | + 72.13 | 34.09 | 23.88 | 7.79 | + 72.13 | 34.09 | 23.33 | - | + 72.13 | 34.09 | 22.77 | - | + 72.13 | 36.86 | 29.97 | 9.90 | Evaluated earlier. + 72.13 | 36.86 | 29.42 | 9.41 | Evaluated earlier. + 72.13 | 36.86 | 28.87 | 9.05 | + 72.13 | 36.86 | 28.32 | 8.73 | + 72.13 | 36.86 | 27.76 | 8.47 | + 72.13 | 36.86 | 27.21 | 8.30 | + 72.13 | 36.86 | 26.66 | 8.34 | + 72.13 | 36.86 | 26.11 | - | + 72.13 | 36.86 | 25.55 | - | + ---------|---------|---------|---------| + 74.90 | 11.86 | 4.97 | 3.12 | Evaluated earlier. + 74.90 | 11.86 | 4.42 | 2.98 | Evaluated earlier. + 74.90 | 11.86 | 3.87 | 2.83 | + 74.90 | 11.86 | 3.32 | 2.72 | + 74.90 | 11.86 | 2.76 | 2.72 | + 74.90 | 11.86 | 2.21 | - | + 74.90 | 11.86 | 1.66 | - | + 74.90 | 11.86 | 1.11 | - | + 74.90 | 11.86 | 0.55 | - | + 74.90 | 14.64 | 7.75 | 2.94 | Evaluated earlier. + 74.90 | 14.64 | 7.20 | 2.72 | Evaluated earlier. + 74.90 | 14.64 | 6.65 | 2.49 | + 74.90 | 14.64 | 6.09 | 2.23 | + 74.90 | 14.64 | 5.54 | 1.95 | + 74.90 | 14.64 | 4.99 | 1.79 | + 74.90 | 14.64 | 4.44 | - | + 74.90 | 14.64 | 3.88 | - | + 74.90 | 14.64 | 3.33 | - | + 74.90 | 17.42 | 10.53 | 2.98 | Evaluated earlier. + 74.90 | 17.42 | 9.98 | 2.84 | Evaluated earlier. + 74.90 | 17.42 | 9.42 | 2.67 | + 74.90 | 17.42 | 8.87 | 2.48 | + 74.90 | 17.42 | 8.32 | 2.27 | + 74.90 | 17.42 | 7.77 | 2.02 | + 74.90 | 17.42 | 7.21 | - | + 74.90 | 17.42 | 6.66 | - | + 74.90 | 17.42 | 6.11 | - | + 74.90 | 20.20 | 13.31 | 3.12 | Evaluated earlier. + 74.90 | 20.20 | 12.75 | 3.00 | Evaluated earlier. + 74.90 | 20.20 | 12.20 | 2.85 | + 74.90 | 20.20 | 11.65 | 2.71 | + 74.90 | 20.20 | 11.10 | 2.56 | + 74.90 | 20.20 | 10.54 | 2.38 | + 74.90 | 20.20 | 9.99 | - | + 74.90 | 20.20 | 9.44 | - | + 74.90 | 20.20 | 8.89 | - | + 74.90 | 22.97 | 16.08 | 3.36 | Evaluated earlier. + 74.90 | 22.97 | 15.53 | 3.22 | Evaluated earlier. + 74.90 | 22.97 | 14.98 | 3.06 | + 74.90 | 22.97 | 14.43 | 2.93 | + 74.90 | 22.97 | 13.87 | 2.82 | + 74.90 | 22.97 | 13.32 | 2.69 | + 74.90 | 22.97 | 12.77 | - | + 74.90 | 22.97 | 12.22 | - | + 74.90 | 22.97 | 11.66 | - | + 74.90 | 25.75 | 18.86 | 3.64 | Evaluated earlier. + 74.90 | 25.75 | 18.31 | 3.46 | Evaluated earlier. + 74.90 | 25.75 | 17.76 | 3.31 | + 74.90 | 25.75 | 17.20 | 3.16 | + 74.90 | 25.75 | 16.65 | 3.05 | + 74.90 | 25.75 | 16.10 | 2.97 | + 74.90 | 25.75 | 15.55 | - | + 74.90 | 25.75 | 14.99 | - | + 74.90 | 25.75 | 14.44 | - | + 74.90 | 28.53 | 21.64 | 3.93 | Evaluated earlier. + 74.90 | 28.53 | 21.09 | 3.73 | Evaluated earlier. + 74.90 | 28.53 | 20.53 | 3.56 | + 74.90 | 28.53 | 19.98 | 3.42 | + 74.90 | 28.53 | 19.43 | 3.29 | + 74.90 | 28.53 | 18.88 | 3.22 | + 74.90 | 28.53 | 18.32 | - | + 74.90 | 28.53 | 17.77 | - | + 74.90 | 28.53 | 17.22 | - | + 74.90 | 31.31 | 24.42 | 4.25 | Evaluated earlier. + 74.90 | 31.31 | 23.86 | 4.01 | Evaluated earlier. + 74.90 | 31.31 | 23.31 | 3.83 | + 74.90 | 31.31 | 22.76 | 3.67 | + 74.90 | 31.31 | 22.21 | 3.55 | + 74.90 | 31.31 | 21.65 | 3.47 | + 74.90 | 31.31 | 21.10 | - | + 74.90 | 31.31 | 20.55 | - | + 74.90 | 31.31 | 20.00 | - | + 74.90 | 34.09 | 27.19 | 4.57 | Evaluated earlier. + 74.90 | 34.09 | 26.64 | 4.30 | Evaluated earlier. + 74.90 | 34.09 | 26.09 | 4.09 | + 74.90 | 34.09 | 25.54 | 3.94 | + 74.90 | 34.09 | 24.98 | 3.80 | + 74.90 | 34.09 | 24.43 | 3.72 | + 74.90 | 34.09 | 23.88 | - | + 74.90 | 34.09 | 23.33 | - | + 74.90 | 34.09 | 22.77 | - | + 74.90 | 36.86 | 29.97 | 4.91 | Evaluated earlier. + 74.90 | 36.86 | 29.42 | 4.59 | Evaluated earlier. + 74.90 | 36.86 | 28.87 | 4.36 | + 74.90 | 36.86 | 28.32 | 4.20 | + 74.90 | 36.86 | 27.76 | 4.06 | + 74.90 | 36.86 | 27.21 | 3.97 | + 74.90 | 36.86 | 26.66 | - | + 74.90 | 36.86 | 26.11 | - | + 74.90 | 36.86 | 25.55 | - | + ---------|---------|---------|---------| + 77.68 | 11.86 | 4.97 | 2.60 | Evaluated earlier. + 77.68 | 11.86 | 4.42 | 2.61 | Evaluated earlier. + 77.68 | 11.86 | 3.87 | 2.54 | + 77.68 | 11.86 | 3.32 | 2.41 | + 77.68 | 11.86 | 2.76 | - | + 77.68 | 11.86 | 2.21 | - | + 77.68 | 11.86 | 1.66 | - | + 77.68 | 11.86 | 1.11 | - | + 77.68 | 11.86 | 0.55 | - | + 77.68 | 14.64 | 7.75 | 1.96 | Evaluated earlier. + 77.68 | 14.64 | 7.20 | 1.90 | Evaluated earlier. + 77.68 | 14.64 | 6.65 | 1.89 | + 77.68 | 14.64 | 6.09 | 1.90 | + 77.68 | 14.64 | 5.54 | - | + 77.68 | 14.64 | 4.99 | - | + 77.68 | 14.64 | 4.44 | - | + 77.68 | 14.64 | 3.88 | - | + 77.68 | 14.64 | 3.33 | - | + 77.68 | 17.42 | 10.53 | 2.02 | Evaluated earlier. + 77.68 | 17.42 | 9.98 | 1.89 | Evaluated earlier. + 77.68 | 17.42 | 9.42 | 1.77 | + 77.68 | 17.42 | 8.87 | 1.69 | + 77.68 | 17.42 | 8.32 | - | + 77.68 | 17.42 | 7.77 | - | + 77.68 | 17.42 | 7.21 | - | + 77.68 | 17.42 | 6.66 | - | + 77.68 | 17.42 | 6.11 | - | + 77.68 | 20.20 | 13.31 | 2.18 | Evaluated earlier. + 77.68 | 20.20 | 12.75 | 2.05 | Evaluated earlier. + 77.68 | 20.20 | 12.20 | 1.93 | + 77.68 | 20.20 | 11.65 | 1.78 | + 77.68 | 20.20 | 11.10 | 1.66 | + 77.68 | 20.20 | 10.54 | - | + 77.68 | 20.20 | 9.99 | - | + 77.68 | 20.20 | 9.44 | - | + 77.68 | 20.20 | 8.89 | - | + 77.68 | 22.97 | 16.08 | 2.34 | Evaluated earlier. + 77.68 | 22.97 | 15.53 | 2.22 | Evaluated earlier. + 77.68 | 22.97 | 14.98 | 2.10 | + 77.68 | 22.97 | 14.43 | 1.97 | + 77.68 | 22.97 | 13.87 | 1.83 | + 77.68 | 22.97 | 13.32 | - | + 77.68 | 22.97 | 12.77 | - | + 77.68 | 22.97 | 12.22 | - | + 77.68 | 22.97 | 11.66 | - | + 77.68 | 25.75 | 18.86 | 2.52 | Evaluated earlier. + 77.68 | 25.75 | 18.31 | 2.38 | Evaluated earlier. + 77.68 | 25.75 | 17.76 | 2.26 | + 77.68 | 25.75 | 17.20 | 2.14 | + 77.68 | 25.75 | 16.65 | 2.03 | + 77.68 | 25.75 | 16.10 | - | + 77.68 | 25.75 | 15.55 | - | + 77.68 | 25.75 | 14.99 | - | + 77.68 | 25.75 | 14.44 | - | + 77.68 | 28.53 | 21.64 | 2.71 | Evaluated earlier. + 77.68 | 28.53 | 21.09 | 2.55 | Evaluated earlier. + 77.68 | 28.53 | 20.53 | 2.42 | + 77.68 | 28.53 | 19.98 | 2.31 | + 77.68 | 28.53 | 19.43 | 2.21 | + 77.68 | 28.53 | 18.88 | - | + 77.68 | 28.53 | 18.32 | - | + 77.68 | 28.53 | 17.77 | - | + 77.68 | 28.53 | 17.22 | - | + 77.68 | 31.31 | 24.42 | 2.92 | Evaluated earlier. + 77.68 | 31.31 | 23.86 | 2.74 | Evaluated earlier. + 77.68 | 31.31 | 23.31 | 2.58 | + 77.68 | 31.31 | 22.76 | 2.47 | + 77.68 | 31.31 | 22.21 | 2.39 | + 77.68 | 31.31 | 21.65 | - | + 77.68 | 31.31 | 21.10 | - | + 77.68 | 31.31 | 20.55 | - | + 77.68 | 31.31 | 20.00 | - | + 77.68 | 34.09 | 27.19 | 3.13 | Evaluated earlier. + 77.68 | 34.09 | 26.64 | 2.93 | Evaluated earlier. + 77.68 | 34.09 | 26.09 | 2.76 | + 77.68 | 34.09 | 25.54 | 2.62 | + 77.68 | 34.09 | 24.98 | 2.56 | + 77.68 | 34.09 | 24.43 | 2.49 | + 77.68 | 34.09 | 23.88 | - | + 77.68 | 34.09 | 23.33 | - | + 77.68 | 34.09 | 22.77 | - | + 77.68 | 36.86 | 29.97 | 3.35 | Evaluated earlier. + 77.68 | 36.86 | 29.42 | 3.12 | Evaluated earlier. + 77.68 | 36.86 | 28.87 | 2.93 | + 77.68 | 36.86 | 28.32 | 2.79 | + 77.68 | 36.86 | 27.76 | 2.72 | + 77.68 | 36.86 | 27.21 | 2.67 | + 77.68 | 36.86 | 26.66 | - | + 77.68 | 36.86 | 26.11 | - | + 77.68 | 36.86 | 25.55 | - | + ---------|---------|---------|---------| + 80.46 | 11.86 | 4.97 | 2.50 | Evaluated earlier. + 80.46 | 11.86 | 4.42 | 2.34 | Evaluated earlier. + 80.46 | 11.86 | 3.87 | - | + 80.46 | 11.86 | 3.32 | - | + 80.46 | 11.86 | 2.76 | - | + 80.46 | 11.86 | 2.21 | - | + 80.46 | 11.86 | 1.66 | - | + 80.46 | 11.86 | 1.11 | - | + 80.46 | 11.86 | 0.55 | - | + 80.46 | 14.64 | 7.75 | 2.14 | Evaluated earlier. + 80.46 | 14.64 | 7.20 | 2.05 | Evaluated earlier. + 80.46 | 14.64 | 6.65 | - | + 80.46 | 14.64 | 6.09 | - | + 80.46 | 14.64 | 5.54 | - | + 80.46 | 14.64 | 4.99 | - | + 80.46 | 14.64 | 4.44 | - | + 80.46 | 14.64 | 3.88 | - | + 80.46 | 14.64 | 3.33 | - | + 80.46 | 17.42 | 10.53 | 1.89 | Evaluated earlier. + 80.46 | 17.42 | 9.98 | 1.87 | Evaluated earlier. + 80.46 | 17.42 | 9.42 | 1.87 | + 80.46 | 17.42 | 8.87 | - | + 80.46 | 17.42 | 8.32 | - | + 80.46 | 17.42 | 7.77 | - | + 80.46 | 17.42 | 7.21 | - | + 80.46 | 17.42 | 6.66 | - | + 80.46 | 17.42 | 6.11 | - | + 80.46 | 20.20 | 13.31 | 1.83 | Evaluated earlier. + 80.46 | 20.20 | 12.75 | 1.75 | Evaluated earlier. + 80.46 | 20.20 | 12.20 | 1.70 | + 80.46 | 20.20 | 11.65 | - | + 80.46 | 20.20 | 11.10 | - | + 80.46 | 20.20 | 10.54 | - | + 80.46 | 20.20 | 9.99 | - | + 80.46 | 20.20 | 9.44 | - | + 80.46 | 20.20 | 8.89 | - | + 80.46 | 22.97 | 16.08 | 1.95 | Evaluated earlier. + 80.46 | 22.97 | 15.53 | 1.80 | Evaluated earlier. + 80.46 | 22.97 | 14.98 | 1.69 | + 80.46 | 22.97 | 14.43 | - | + 80.46 | 22.97 | 13.87 | - | + 80.46 | 22.97 | 13.32 | - | + 80.46 | 22.97 | 12.77 | - | + 80.46 | 22.97 | 12.22 | - | + 80.46 | 22.97 | 11.66 | - | + 80.46 | 25.75 | 18.86 | 2.08 | Evaluated earlier. + 80.46 | 25.75 | 18.31 | 1.94 | Evaluated earlier. + 80.46 | 25.75 | 17.76 | 1.79 | + 80.46 | 25.75 | 17.20 | - | + 80.46 | 25.75 | 16.65 | - | + 80.46 | 25.75 | 16.10 | - | + 80.46 | 25.75 | 15.55 | - | + 80.46 | 25.75 | 14.99 | - | + 80.46 | 25.75 | 14.44 | - | + 80.46 | 28.53 | 21.64 | 2.22 | Evaluated earlier. + 80.46 | 28.53 | 21.09 | 2.07 | Evaluated earlier. + 80.46 | 28.53 | 20.53 | 1.92 | + 80.46 | 28.53 | 19.98 | 1.76 | + 80.46 | 28.53 | 19.43 | - | + 80.46 | 28.53 | 18.88 | - | + 80.46 | 28.53 | 18.32 | - | + 80.46 | 28.53 | 17.77 | - | + 80.46 | 28.53 | 17.22 | - | + 80.46 | 31.31 | 24.42 | 2.35 | Evaluated earlier. + 80.46 | 31.31 | 23.86 | 2.20 | Evaluated earlier. + 80.46 | 31.31 | 23.31 | 2.05 | + 80.46 | 31.31 | 22.76 | 1.90 | + 80.46 | 31.31 | 22.21 | - | + 80.46 | 31.31 | 21.65 | - | + 80.46 | 31.31 | 21.10 | - | + 80.46 | 31.31 | 20.55 | - | + 80.46 | 31.31 | 20.00 | - | + 80.46 | 34.09 | 27.19 | 2.49 | Evaluated earlier. + 80.46 | 34.09 | 26.64 | 2.33 | Evaluated earlier. + 80.46 | 34.09 | 26.09 | 2.18 | + 80.46 | 34.09 | 25.54 | 2.03 | + 80.46 | 34.09 | 24.98 | - | + 80.46 | 34.09 | 24.43 | - | + 80.46 | 34.09 | 23.88 | - | + 80.46 | 34.09 | 23.33 | - | + 80.46 | 34.09 | 22.77 | - | + 80.46 | 36.86 | 29.97 | 2.64 | Evaluated earlier. + 80.46 | 36.86 | 29.42 | 2.46 | Evaluated earlier. + 80.46 | 36.86 | 28.87 | 2.31 | + 80.46 | 36.86 | 28.32 | 2.16 | + 80.46 | 36.86 | 27.76 | - | + 80.46 | 36.86 | 27.21 | - | + 80.46 | 36.86 | 26.66 | - | + 80.46 | 36.86 | 26.11 | - | + 80.46 | 36.86 | 25.55 | - | + ---------|---------|---------|---------| + 83.24 | 11.86 | 4.97 | 5.17 | Evaluated earlier. + 83.24 | 11.86 | 4.42 | - | + 83.24 | 11.86 | 3.87 | - | + 83.24 | 11.86 | 3.32 | - | + 83.24 | 11.86 | 2.76 | - | + 83.24 | 11.86 | 2.21 | - | + 83.24 | 11.86 | 1.66 | - | + 83.24 | 11.86 | 1.11 | - | + 83.24 | 11.86 | 0.55 | - | + 83.24 | 14.64 | 7.75 | 3.34 | Evaluated earlier. + 83.24 | 14.64 | 7.20 | - | + 83.24 | 14.64 | 6.65 | - | + 83.24 | 14.64 | 6.09 | - | + 83.24 | 14.64 | 5.54 | - | + 83.24 | 14.64 | 4.99 | - | + 83.24 | 14.64 | 4.44 | - | + 83.24 | 14.64 | 3.88 | - | + 83.24 | 14.64 | 3.33 | - | + 83.24 | 17.42 | 10.53 | 2.72 | Evaluated earlier. + 83.24 | 17.42 | 9.98 | - | + 83.24 | 17.42 | 9.42 | - | + 83.24 | 17.42 | 8.87 | - | + 83.24 | 17.42 | 8.32 | - | + 83.24 | 17.42 | 7.77 | - | + 83.24 | 17.42 | 7.21 | - | + 83.24 | 17.42 | 6.66 | - | + 83.24 | 17.42 | 6.11 | - | + 83.24 | 20.20 | 13.31 | 2.40 | Evaluated earlier. + 83.24 | 20.20 | 12.75 | - | + 83.24 | 20.20 | 12.20 | - | + 83.24 | 20.20 | 11.65 | - | + 83.24 | 20.20 | 11.10 | - | + 83.24 | 20.20 | 10.54 | - | + 83.24 | 20.20 | 9.99 | - | + 83.24 | 20.20 | 9.44 | - | + 83.24 | 20.20 | 8.89 | - | + 83.24 | 22.97 | 16.08 | 2.11 | Evaluated earlier. + 83.24 | 22.97 | 15.53 | 2.22 | Evaluated earlier. + 83.24 | 22.97 | 14.98 | - | + 83.24 | 22.97 | 14.43 | - | + 83.24 | 22.97 | 13.87 | - | + 83.24 | 22.97 | 13.32 | - | + 83.24 | 22.97 | 12.77 | - | + 83.24 | 22.97 | 12.22 | - | + 83.24 | 22.97 | 11.66 | - | + 83.24 | 25.75 | 18.86 | 2.01 | Evaluated earlier. + 83.24 | 25.75 | 18.31 | 1.98 | Evaluated earlier. + 83.24 | 25.75 | 17.76 | - | + 83.24 | 25.75 | 17.20 | - | + 83.24 | 25.75 | 16.65 | - | + 83.24 | 25.75 | 16.10 | - | + 83.24 | 25.75 | 15.55 | - | + 83.24 | 25.75 | 14.99 | - | + 83.24 | 25.75 | 14.44 | - | + 83.24 | 28.53 | 21.64 | 2.04 | Evaluated earlier. + 83.24 | 28.53 | 21.09 | 1.92 | Evaluated earlier. + 83.24 | 28.53 | 20.53 | - | + 83.24 | 28.53 | 19.98 | - | + 83.24 | 28.53 | 19.43 | - | + 83.24 | 28.53 | 18.88 | - | + 83.24 | 28.53 | 18.32 | - | + 83.24 | 28.53 | 17.77 | - | + 83.24 | 28.53 | 17.22 | - | + 83.24 | 31.31 | 24.42 | 2.13 | Evaluated earlier. + 83.24 | 31.31 | 23.86 | 1.98 | Evaluated earlier. + 83.24 | 31.31 | 23.31 | - | + 83.24 | 31.31 | 22.76 | - | + 83.24 | 31.31 | 22.21 | - | + 83.24 | 31.31 | 21.65 | - | + 83.24 | 31.31 | 21.10 | - | + 83.24 | 31.31 | 20.55 | - | + 83.24 | 31.31 | 20.00 | - | + 83.24 | 34.09 | 27.19 | 2.23 | Evaluated earlier. + 83.24 | 34.09 | 26.64 | 2.07 | Evaluated earlier. + 83.24 | 34.09 | 26.09 | 1.91 | + 83.24 | 34.09 | 25.54 | - | + 83.24 | 34.09 | 24.98 | - | + 83.24 | 34.09 | 24.43 | - | + 83.24 | 34.09 | 23.88 | - | + 83.24 | 34.09 | 23.33 | - | + 83.24 | 34.09 | 22.77 | - | + 83.24 | 36.86 | 29.97 | 2.33 | Evaluated earlier. + 83.24 | 36.86 | 29.42 | 2.17 | Evaluated earlier. + 83.24 | 36.86 | 28.87 | 2.00 | + 83.24 | 36.86 | 28.32 | - | + 83.24 | 36.86 | 27.76 | - | + 83.24 | 36.86 | 27.21 | - | + 83.24 | 36.86 | 26.66 | - | + 83.24 | 36.86 | 26.11 | - | + 83.24 | 36.86 | 25.55 | - | + ---------|---------|---------|---------| + 86.01 | 11.86 | 4.97 | 16.81 | Evaluated earlier. + 86.01 | 11.86 | 4.42 | - | + 86.01 | 11.86 | 3.87 | - | + 86.01 | 11.86 | 3.32 | - | + 86.01 | 11.86 | 2.76 | - | + 86.01 | 11.86 | 2.21 | - | + 86.01 | 11.86 | 1.66 | - | + 86.01 | 11.86 | 1.11 | - | + 86.01 | 11.86 | 0.55 | - | + 86.01 | 14.64 | 7.75 | 14.00 | Evaluated earlier. + 86.01 | 14.64 | 7.20 | - | + 86.01 | 14.64 | 6.65 | - | + 86.01 | 14.64 | 6.09 | - | + 86.01 | 14.64 | 5.54 | - | + 86.01 | 14.64 | 4.99 | - | + 86.01 | 14.64 | 4.44 | - | + 86.01 | 14.64 | 3.88 | - | + 86.01 | 14.64 | 3.33 | - | + 86.01 | 17.42 | 10.53 | 7.90 | Evaluated earlier. + 86.01 | 17.42 | 9.98 | - | + 86.01 | 17.42 | 9.42 | - | + 86.01 | 17.42 | 8.87 | - | + 86.01 | 17.42 | 8.32 | - | + 86.01 | 17.42 | 7.77 | - | + 86.01 | 17.42 | 7.21 | - | + 86.01 | 17.42 | 6.66 | - | + 86.01 | 17.42 | 6.11 | - | + 86.01 | 20.20 | 13.31 | 5.15 | Evaluated earlier. + 86.01 | 20.20 | 12.75 | - | + 86.01 | 20.20 | 12.20 | - | + 86.01 | 20.20 | 11.65 | - | + 86.01 | 20.20 | 11.10 | - | + 86.01 | 20.20 | 10.54 | - | + 86.01 | 20.20 | 9.99 | - | + 86.01 | 20.20 | 9.44 | - | + 86.01 | 20.20 | 8.89 | - | + 86.01 | 22.97 | 16.08 | 3.90 | Evaluated earlier. + 86.01 | 22.97 | 15.53 | - | + 86.01 | 22.97 | 14.98 | - | + 86.01 | 22.97 | 14.43 | - | + 86.01 | 22.97 | 13.87 | - | + 86.01 | 22.97 | 13.32 | - | + 86.01 | 22.97 | 12.77 | - | + 86.01 | 22.97 | 12.22 | - | + 86.01 | 22.97 | 11.66 | - | + 86.01 | 25.75 | 18.86 | 3.22 | Evaluated earlier. + 86.01 | 25.75 | 18.31 | - | + 86.01 | 25.75 | 17.76 | - | + 86.01 | 25.75 | 17.20 | - | + 86.01 | 25.75 | 16.65 | - | + 86.01 | 25.75 | 16.10 | - | + 86.01 | 25.75 | 15.55 | - | + 86.01 | 25.75 | 14.99 | - | + 86.01 | 25.75 | 14.44 | - | + 86.01 | 28.53 | 21.64 | 2.76 | Evaluated earlier. + 86.01 | 28.53 | 21.09 | - | + 86.01 | 28.53 | 20.53 | - | + 86.01 | 28.53 | 19.98 | - | + 86.01 | 28.53 | 19.43 | - | + 86.01 | 28.53 | 18.88 | - | + 86.01 | 28.53 | 18.32 | - | + 86.01 | 28.53 | 17.77 | - | + 86.01 | 28.53 | 17.22 | - | + 86.01 | 31.31 | 24.42 | 2.42 | Evaluated earlier. + 86.01 | 31.31 | 23.86 | - | + 86.01 | 31.31 | 23.31 | - | + 86.01 | 31.31 | 22.76 | - | + 86.01 | 31.31 | 22.21 | - | + 86.01 | 31.31 | 21.65 | - | + 86.01 | 31.31 | 21.10 | - | + 86.01 | 31.31 | 20.55 | - | + 86.01 | 31.31 | 20.00 | - | + 86.01 | 34.09 | 27.19 | 2.29 | Evaluated earlier. + 86.01 | 34.09 | 26.64 | - | + 86.01 | 34.09 | 26.09 | - | + 86.01 | 34.09 | 25.54 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=76.23 till 79.46 taken. + 86.01 | 34.09 | 24.98 | - | + 86.01 | 34.09 | 24.43 | - | + 86.01 | 34.09 | 23.88 | - | + 86.01 | 34.09 | 23.33 | - | + 86.01 | 34.09 | 22.77 | - | + 86.01 | 36.86 | 29.97 | 2.29 | Evaluated earlier. + 86.01 | 36.86 | 29.42 | - | + 86.01 | 36.86 | 28.87 | - | + 86.01 | 36.86 | 28.32 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=73.79 till 80.21 taken. + 86.01 | 36.86 | 27.76 | - | + 86.01 | 36.86 | 27.21 | - | + 86.01 | 36.86 | 26.66 | - | + 86.01 | 36.86 | 26.11 | - | + 86.01 | 36.86 | 25.55 | - | + ---------|---------|---------|---------| + 88.79 | 11.86 | 4.97 | 16.68 | Evaluated earlier. + 88.79 | 11.86 | 4.42 | - | + 88.79 | 11.86 | 3.87 | - | + 88.79 | 11.86 | 3.32 | - | + 88.79 | 11.86 | 2.76 | - | + 88.79 | 11.86 | 2.21 | - | + 88.79 | 11.86 | 1.66 | - | + 88.79 | 11.86 | 1.11 | - | + 88.79 | 11.86 | 0.55 | - | + 88.79 | 14.64 | 7.75 | 15.01 | Evaluated earlier. + 88.79 | 14.64 | 7.20 | - | + 88.79 | 14.64 | 6.65 | - | + 88.79 | 14.64 | 6.09 | - | + 88.79 | 14.64 | 5.54 | - | + 88.79 | 14.64 | 4.99 | - | + 88.79 | 14.64 | 4.44 | - | + 88.79 | 14.64 | 3.88 | - | + 88.79 | 14.64 | 3.33 | - | + 88.79 | 17.42 | 10.53 | 14.31 | Evaluated earlier. + 88.79 | 17.42 | 9.98 | - | + 88.79 | 17.42 | 9.42 | - | + 88.79 | 17.42 | 8.87 | - | + 88.79 | 17.42 | 8.32 | - | + 88.79 | 17.42 | 7.77 | - | + 88.79 | 17.42 | 7.21 | - | + 88.79 | 17.42 | 6.66 | - | + 88.79 | 17.42 | 6.11 | - | + 88.79 | 20.20 | 13.31 | 13.92 | Evaluated earlier. + 88.79 | 20.20 | 12.75 | - | + 88.79 | 20.20 | 12.20 | - | + 88.79 | 20.20 | 11.65 | - | + 88.79 | 20.20 | 11.10 | - | + 88.79 | 20.20 | 10.54 | - | + 88.79 | 20.20 | 9.99 | - | + 88.79 | 20.20 | 9.44 | - | + 88.79 | 20.20 | 8.89 | - | + 88.79 | 22.97 | 16.08 | 13.67 | Evaluated earlier. + 88.79 | 22.97 | 15.53 | - | + 88.79 | 22.97 | 14.98 | - | + 88.79 | 22.97 | 14.43 | - | + 88.79 | 22.97 | 13.87 | - | + 88.79 | 22.97 | 13.32 | - | + 88.79 | 22.97 | 12.77 | - | + 88.79 | 22.97 | 12.22 | - | + 88.79 | 22.97 | 11.66 | - | + 88.79 | 25.75 | 18.86 | 10.78 | Evaluated earlier. + 88.79 | 25.75 | 18.31 | - | + 88.79 | 25.75 | 17.76 | - | + 88.79 | 25.75 | 17.20 | - | + 88.79 | 25.75 | 16.65 | - | + 88.79 | 25.75 | 16.10 | - | + 88.79 | 25.75 | 15.55 | - | + 88.79 | 25.75 | 14.99 | - | + 88.79 | 25.75 | 14.44 | - | + 88.79 | 28.53 | 21.64 | 7.50 | Evaluated earlier. + 88.79 | 28.53 | 21.09 | - | + 88.79 | 28.53 | 20.53 | - | + 88.79 | 28.53 | 19.98 | - | + 88.79 | 28.53 | 19.43 | - | + 88.79 | 28.53 | 18.88 | - | + 88.79 | 28.53 | 18.32 | - | + 88.79 | 28.53 | 17.77 | - | + 88.79 | 28.53 | 17.22 | - | + 88.79 | 31.31 | 24.42 | 5.49 | Evaluated earlier. + 88.79 | 31.31 | 23.86 | - | + 88.79 | 31.31 | 23.31 | - | + 88.79 | 31.31 | 22.76 | - | + 88.79 | 31.31 | 22.21 | - | + 88.79 | 31.31 | 21.65 | - | + 88.79 | 31.31 | 21.10 | - | + 88.79 | 31.31 | 20.55 | - | + 88.79 | 31.31 | 20.00 | - | + 88.79 | 34.09 | 27.19 | 4.32 | Evaluated earlier. + 88.79 | 34.09 | 26.64 | - | + 88.79 | 34.09 | 26.09 | - | + 88.79 | 34.09 | 25.54 | - | + 88.79 | 34.09 | 24.98 | - | + 88.79 | 34.09 | 24.43 | - | + 88.79 | 34.09 | 23.88 | - | + 88.79 | 34.09 | 23.33 | - | + 88.79 | 34.09 | 22.77 | - | + 88.79 | 36.86 | 29.97 | 3.55 | Evaluated earlier. + 88.79 | 36.86 | 29.42 | - | + 88.79 | 36.86 | 28.87 | - | + 88.79 | 36.86 | 28.32 | - | + 88.79 | 36.86 | 27.76 | - | + 88.79 | 36.86 | 27.21 | - | + 88.79 | 36.86 | 26.66 | - | + 88.79 | 36.86 | 26.11 | - | + 88.79 | 36.86 | 25.55 | - | + ---------|---------|---------|---------| + 91.57 | 11.86 | 4.97 | - | + ---------|---------|---------|---------| + 91.57 | 11.86 | 4.42 | - | + ---------|---------|---------|---------| + 91.57 | 11.86 | 3.87 | - | + ---------|---------|---------|---------| + 91.57 | 11.86 | 3.32 | - | + ---------|---------|---------|---------| + 91.57 | 11.86 | 2.76 | - | + ---------|---------|---------|---------| + 91.57 | 11.86 | 2.21 | - | + ---------|---------|---------|---------| + 91.57 | 11.86 | 1.66 | - | + ---------|---------|---------|---------| + 91.57 | 11.86 | 1.11 | - | + ---------|---------|---------|---------| + 91.57 | 11.86 | 0.55 | - | + ---------|---------|---------|---------| + 91.57 | 14.64 | 7.75 | - | + ---------|---------|---------|---------| + 91.57 | 14.64 | 7.20 | - | + ---------|---------|---------|---------| + 91.57 | 14.64 | 6.65 | - | + ---------|---------|---------|---------| + 91.57 | 14.64 | 6.09 | - | + ---------|---------|---------|---------| + 91.57 | 14.64 | 5.54 | - | + ---------|---------|---------|---------| + 91.57 | 14.64 | 4.99 | - | + ---------|---------|---------|---------| + 91.57 | 14.64 | 4.44 | - | + ---------|---------|---------|---------| + 91.57 | 14.64 | 3.88 | - | + ---------|---------|---------|---------| + 91.57 | 14.64 | 3.33 | - | + ---------|---------|---------|---------| + 91.57 | 17.42 | 10.53 | - | + ---------|---------|---------|---------| + 91.57 | 17.42 | 9.98 | - | + ---------|---------|---------|---------| + 91.57 | 17.42 | 9.42 | - | + ---------|---------|---------|---------| + 91.57 | 17.42 | 8.87 | - | + ---------|---------|---------|---------| + 91.57 | 17.42 | 8.32 | - | + ---------|---------|---------|---------| + 91.57 | 17.42 | 7.77 | - | + ---------|---------|---------|---------| + 91.57 | 17.42 | 7.21 | - | + ---------|---------|---------|---------| + 91.57 | 17.42 | 6.66 | - | + ---------|---------|---------|---------| + 91.57 | 17.42 | 6.11 | - | + ---------|---------|---------|---------| + 91.57 | 20.20 | 13.31 | - | + ---------|---------|---------|---------| + 91.57 | 20.20 | 12.75 | - | + ---------|---------|---------|---------| + 91.57 | 20.20 | 12.20 | - | + ---------|---------|---------|---------| + 91.57 | 20.20 | 11.65 | - | + ---------|---------|---------|---------| + 91.57 | 20.20 | 11.10 | - | + ---------|---------|---------|---------| + 91.57 | 20.20 | 10.54 | - | + ---------|---------|---------|---------| + 91.57 | 20.20 | 9.99 | - | + ---------|---------|---------|---------| + 91.57 | 20.20 | 9.44 | - | + ---------|---------|---------|---------| + 91.57 | 20.20 | 8.89 | - | + ---------|---------|---------|---------| + 91.57 | 22.97 | 16.08 | - | + ---------|---------|---------|---------| + 91.57 | 22.97 | 15.53 | - | + ---------|---------|---------|---------| + 91.57 | 22.97 | 14.98 | - | + ---------|---------|---------|---------| + 91.57 | 22.97 | 14.43 | - | + ---------|---------|---------|---------| + 91.57 | 22.97 | 13.87 | - | + 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---------|---------|---------|---------| + 79.07 | 41.03 | 34.14 | 3.21 | + ---------|---------|---------|---------| + 79.07 | 41.03 | 33.59 | 2.99 | + ---------|---------|---------|---------| + 79.07 | 41.03 | 33.03 | 2.79 | + ---------|---------|---------|---------| + 79.07 | 41.03 | 32.48 | 2.63 | + ---------|---------|---------|---------| + 79.07 | 41.03 | 31.93 | 12.56 | + ---------|---------|---------|---------| + 79.07 | 41.03 | 31.38 | - | + ---------|---------|---------|---------| + 79.07 | 41.03 | 30.82 | - | + ---------|---------|---------|---------| + 79.07 | 43.81 | 38.02 | 4.07 | + ---------|---------|---------|---------| + 79.07 | 43.81 | 37.47 | 3.69 | + ---------|---------|---------|---------| + 79.07 | 43.81 | 36.92 | 3.41 | + ---------|---------|---------|---------| + 79.07 | 43.81 | 36.36 | 3.16 | + ---------|---------|---------|---------| + 79.07 | 43.81 | 35.81 | 2.94 | + ---------|---------|---------|---------| + 79.07 | 43.81 | 35.26 | 2.77 | + ---------|---------|---------|---------| + 79.07 | 43.81 | 34.71 | 2.70 | + ---------|---------|---------|---------| + 79.07 | 43.81 | 34.15 | - | + ---------|---------|---------|---------| + 79.07 | 43.81 | 33.60 | - | + ---------|---------|---------|---------| + 79.07 | 46.59 | 40.80 | 4.33 | + ---------|---------|---------|---------| + 79.07 | 46.59 | 40.25 | 3.91 | + ---------|---------|---------|---------| + 79.07 | 46.59 | 39.69 | 3.60 | + ---------|---------|---------|---------| + 79.07 | 46.59 | 39.14 | 3.33 | + ---------|---------|---------|---------| + 79.07 | 46.59 | 38.59 | 3.10 | + ---------|---------|---------|---------| + 79.07 | 46.59 | 38.04 | 2.92 | + ---------|---------|---------|---------| + 79.07 | 46.59 | 37.48 | 2.83 | + ---------|---------|---------|---------| + 79.07 | 46.59 | 36.93 | 12.82 | + ---------|---------|---------|---------| + 79.07 | 46.59 | 36.38 | - | + ---------|---------|---------|---------| + 79.07 | 49.36 | 43.58 | 4.59 | + ---------|---------|---------|---------| + 79.07 | 49.36 | 43.02 | 4.13 | + ---------|---------|---------|---------| + 79.07 | 49.36 | 42.47 | 3.80 | + ---------|---------|---------|---------| + 79.07 | 49.36 | 41.92 | 3.50 | + ---------|---------|---------|---------| + 79.07 | 49.36 | 41.37 | 3.26 | + ---------|---------|---------|---------| + 79.07 | 49.36 | 40.81 | 3.06 | + ---------|---------|---------|---------| + 79.07 | 49.36 | 40.26 | 2.98 | + ---------|---------|---------|---------| + 79.07 | 49.36 | 39.71 | 12.97 | + ---------|---------|---------|---------| + 79.07 | 49.36 | 39.16 | - | + ---------|---------|---------|---------| + 81.85 | 24.36 | 18.58 | 12.28 | + ---------|---------|---------|---------| + 81.85 | 24.36 | 18.03 | 12.07 | + ---------|---------|---------|---------| + 81.85 | 24.36 | 17.47 | 11.93 | + ---------|---------|---------|---------| + 81.85 | 24.36 | 16.92 | 11.82 | + ---------|---------|---------|---------| + 81.85 | 24.36 | 16.37 | 11.77 | + ---------|---------|---------|---------| + 81.85 | 24.36 | 15.81 | - | + ---------|---------|---------|---------| + 81.85 | 24.36 | 15.26 | - | + ---------|---------|---------|---------| + 81.85 | 24.36 | 14.71 | - | + ---------|---------|---------|---------| + 81.85 | 24.36 | 14.16 | - | + ---------|---------|---------|---------| + 81.85 | 27.14 | 21.36 | 12.40 | + ---------|---------|---------|---------| + 81.85 | 27.14 | 20.80 | 12.19 | + ---------|---------|---------|---------| + 81.85 | 27.14 | 20.25 | 12.04 | + ---------|---------|---------|---------| + 81.85 | 27.14 | 19.70 | 11.89 | + ---------|---------|---------|---------| + 81.85 | 27.14 | 19.15 | 11.76 | + ---------|---------|---------|---------| + 81.85 | 27.14 | 18.59 | - | + ---------|---------|---------|---------| + 81.85 | 27.14 | 18.04 | - | + ---------|---------|---------|---------| + 81.85 | 27.14 | 17.49 | - | + ---------|---------|---------|---------| + 81.85 | 27.14 | 16.94 | - | + ---------|---------|---------|---------| + 81.85 | 29.92 | 24.13 | 2.52 | + ---------|---------|---------|---------| + 81.85 | 29.92 | 23.58 | 12.31 | + ---------|---------|---------|---------| + 81.85 | 29.92 | 23.03 | 12.15 | + ---------|---------|---------|---------| + 81.85 | 29.92 | 22.48 | 12.00 | + ---------|---------|---------|---------| + 81.85 | 29.92 | 21.92 | 11.84 | + ---------|---------|---------|---------| + 81.85 | 29.92 | 21.37 | - | + ---------|---------|---------|---------| + 81.85 | 29.92 | 20.82 | - | + ---------|---------|---------|---------| + 81.85 | 29.92 | 20.27 | - | + ---------|---------|---------|---------| + 81.85 | 29.92 | 19.71 | - | + ---------|---------|---------|---------| + 81.85 | 32.70 | 26.91 | 2.65 | + ---------|---------|---------|---------| + 81.85 | 32.70 | 26.36 | 2.42 | + ---------|---------|---------|---------| + 81.85 | 32.70 | 25.81 | 12.27 | + ---------|---------|---------|---------| + 81.85 | 32.70 | 25.25 | 12.12 | + ---------|---------|---------|---------| + 81.85 | 32.70 | 24.70 | 11.96 | + ---------|---------|---------|---------| + 81.85 | 32.70 | 24.15 | - | + ---------|---------|---------|---------| + 81.85 | 32.70 | 23.60 | - | + ---------|---------|---------|---------| + 81.85 | 32.70 | 23.04 | - | + ---------|---------|---------|---------| + 81.85 | 32.70 | 22.49 | - | + ---------|---------|---------|---------| + 81.85 | 35.47 | 29.69 | 2.80 | + ---------|---------|---------|---------| + 81.85 | 35.47 | 29.14 | 2.55 | + ---------|---------|---------|---------| + 81.85 | 35.47 | 28.58 | 2.39 | + ---------|---------|---------|---------| + 81.85 | 35.47 | 28.03 | 12.23 | + ---------|---------|---------|---------| + 81.85 | 35.47 | 27.48 | 12.07 | + ---------|---------|---------|---------| + 81.85 | 35.47 | 26.93 | 11.90 | + ---------|---------|---------|---------| + 81.85 | 35.47 | 26.37 | - | + ---------|---------|---------|---------| + 81.85 | 35.47 | 25.82 | - | + ---------|---------|---------|---------| + 81.85 | 35.47 | 25.27 | - | + ---------|---------|---------|---------| + 81.85 | 38.25 | 32.47 | 2.96 | + ---------|---------|---------|---------| + 81.85 | 38.25 | 31.91 | 2.69 | + ---------|---------|---------|---------| + 81.85 | 38.25 | 31.36 | 2.51 | + ---------|---------|---------|---------| + 81.85 | 38.25 | 30.81 | 2.34 | + ---------|---------|---------|---------| + 81.85 | 38.25 | 30.26 | 12.18 | + ---------|---------|---------|---------| + 81.85 | 38.25 | 29.70 | 12.01 | + ---------|---------|---------|---------| + 81.85 | 38.25 | 29.15 | - | + ---------|---------|---------|---------| + 81.85 | 38.25 | 28.60 | - | + ---------|---------|---------|---------| + 81.85 | 38.25 | 28.05 | - | + ---------|---------|---------|---------| + 81.85 | 41.03 | 35.24 | 3.13 | + ---------|---------|---------|---------| + 81.85 | 41.03 | 34.69 | 2.84 | + ---------|---------|---------|---------| + 81.85 | 41.03 | 34.14 | 2.64 | + ---------|---------|---------|---------| + 81.85 | 41.03 | 33.59 | 2.46 | + ---------|---------|---------|---------| + 81.85 | 41.03 | 33.03 | 12.29 | + ---------|---------|---------|---------| + 81.85 | 41.03 | 32.48 | 12.13 | + ---------|---------|---------|---------| + 81.85 | 41.03 | 31.93 | - | + ---------|---------|---------|---------| + 81.85 | 41.03 | 31.38 | - | + ---------|---------|---------|---------| + 81.85 | 41.03 | 30.82 | - | + ---------|---------|---------|---------| + 81.85 | 43.81 | 38.02 | 3.31 | + ---------|---------|---------|---------| + 81.85 | 43.81 | 37.47 | 3.00 | + ---------|---------|---------|---------| + 81.85 | 43.81 | 36.92 | 2.78 | + ---------|---------|---------|---------| + 81.85 | 43.81 | 36.36 | 2.58 | + ---------|---------|---------|---------| + 81.85 | 43.81 | 35.81 | 2.40 | + ---------|---------|---------|---------| + 81.85 | 43.81 | 35.26 | 12.24 | + ---------|---------|---------|---------| + 81.85 | 43.81 | 34.71 | - | + ---------|---------|---------|---------| + 81.85 | 43.81 | 34.15 | - | + ---------|---------|---------|---------| + 81.85 | 43.81 | 33.60 | - | + ---------|---------|---------|---------| + 81.85 | 46.59 | 40.80 | 3.49 | + ---------|---------|---------|---------| + 81.85 | 46.59 | 40.25 | 3.15 | + ---------|---------|---------|---------| + 81.85 | 46.59 | 39.69 | 2.92 | + ---------|---------|---------|---------| + 81.85 | 46.59 | 39.14 | 2.70 | + ---------|---------|---------|---------| + 81.85 | 46.59 | 38.59 | 2.51 | + ---------|---------|---------|---------| + 81.85 | 46.59 | 38.04 | 12.34 | + ---------|---------|---------|---------| + 81.85 | 46.59 | 37.48 | - | + ---------|---------|---------|---------| + 81.85 | 46.59 | 36.93 | - | + ---------|---------|---------|---------| + 81.85 | 46.59 | 36.38 | - | + ---------|---------|---------|---------| + 81.85 | 49.36 | 43.58 | 3.68 | + ---------|---------|---------|---------| + 81.85 | 49.36 | 43.02 | 3.31 | + ---------|---------|---------|---------| + 81.85 | 49.36 | 42.47 | 3.06 | + ---------|---------|---------|---------| + 81.85 | 49.36 | 41.92 | 2.83 | + ---------|---------|---------|---------| + 81.85 | 49.36 | 41.37 | 2.62 | + ---------|---------|---------|---------| + 81.85 | 49.36 | 40.81 | 2.45 | + ---------|---------|---------|---------| + 81.85 | 49.36 | 40.26 | 12.35 | + ---------|---------|---------|---------| + 81.85 | 49.36 | 39.71 | - | + ---------|---------|---------|---------| + 81.85 | 49.36 | 39.16 | - | + ---------|---------|---------|---------| + 84.63 | 24.36 | 18.58 | 12.47 | + ---------|---------|---------|---------| + 84.63 | 24.36 | 18.03 | 12.40 | + ---------|---------|---------|---------| + 84.63 | 24.36 | 17.47 | 12.57 | + ---------|---------|---------|---------| + 84.63 | 24.36 | 16.92 | - | + ---------|---------|---------|---------| + 84.63 | 24.36 | 16.37 | - | + ---------|---------|---------|---------| + 84.63 | 24.36 | 15.81 | - | + ---------|---------|---------|---------| + 84.63 | 24.36 | 15.26 | - | + ---------|---------|---------|---------| + 84.63 | 24.36 | 14.71 | - | + ---------|---------|---------|---------| + 84.63 | 24.36 | 14.16 | - | + ---------|---------|---------|---------| + 84.63 | 27.14 | 21.36 | 12.39 | + ---------|---------|---------|---------| + 84.63 | 27.14 | 20.80 | 12.24 | + ---------|---------|---------|---------| + 84.63 | 27.14 | 20.25 | 12.24 | + ---------|---------|---------|---------| + 84.63 | 27.14 | 19.70 | - | + ---------|---------|---------|---------| + 84.63 | 27.14 | 19.15 | - | + ---------|---------|---------|---------| + 84.63 | 27.14 | 18.59 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=76.59 till 80.83 taken. + ---------|---------|---------|---------| + 84.63 | 27.14 | 18.04 | - | + ---------|---------|---------|---------| + 84.63 | 27.14 | 17.49 | - | + ---------|---------|---------|---------| + 84.63 | 27.14 | 16.94 | - | + ---------|---------|---------|---------| + 84.63 | 29.92 | 24.13 | 12.45 | + ---------|---------|---------|---------| + 84.63 | 29.92 | 23.58 | 12.24 | + ---------|---------|---------|---------| + 84.63 | 29.92 | 23.03 | 12.13 | + ---------|---------|---------|---------| + 84.63 | 29.92 | 22.48 | - | + ---------|---------|---------|---------| + 84.63 | 29.92 | 21.92 | - | + ---------|---------|---------|---------| + 84.63 | 29.92 | 21.37 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=74.59 till 81.15 taken. + ---------|---------|---------|---------| + 84.63 | 29.92 | 20.82 | - | + ---------|---------|---------|---------| + 84.63 | 29.92 | 20.27 | - | + ---------|---------|---------|---------| + 84.63 | 29.92 | 19.71 | - | + ---------|---------|---------|---------| + 84.63 | 32.70 | 26.91 | 12.53 | + ---------|---------|---------|---------| + 84.63 | 32.70 | 26.36 | 12.30 | + ---------|---------|---------|---------| + 84.63 | 32.70 | 25.81 | 12.16 | + ---------|---------|---------|---------| + 84.63 | 32.70 | 25.25 | 12.05 | + ---------|---------|---------|---------| + 84.63 | 32.70 | 24.70 | - | + ---------|---------|---------|---------| + 84.63 | 32.70 | 24.15 | - | + ---------|---------|---------|---------| + 84.63 | 32.70 | 23.60 | - | + ---------|---------|---------|---------| + 84.63 | 32.70 | 23.04 | - | + ---------|---------|---------|---------| + 84.63 | 32.70 | 22.49 | - | + ---------|---------|---------|---------| + 84.63 | 35.47 | 29.69 | 12.61 | + ---------|---------|---------|---------| + 84.63 | 35.47 | 29.14 | 12.38 | + ---------|---------|---------|---------| + 84.63 | 35.47 | 28.58 | 12.24 | + ---------|---------|---------|---------| + 84.63 | 35.47 | 28.03 | 12.08 | + ---------|---------|---------|---------| + 84.63 | 35.47 | 27.48 | - | + ---------|---------|---------|---------| + 84.63 | 35.47 | 26.93 | - | + ---------|---------|---------|---------| + 84.63 | 35.47 | 26.37 | - | + ---------|---------|---------|---------| + 84.63 | 35.47 | 25.82 | - | + ---------|---------|---------|---------| + 84.63 | 35.47 | 25.27 | - | + ---------|---------|---------|---------| + 84.63 | 38.25 | 32.47 | 2.70 | + ---------|---------|---------|---------| + 84.63 | 38.25 | 31.91 | 12.47 | + ---------|---------|---------|---------| + 84.63 | 38.25 | 31.36 | 12.32 | + ---------|---------|---------|---------| + 84.63 | 38.25 | 30.81 | 12.16 | + ---------|---------|---------|---------| + 84.63 | 38.25 | 30.26 | - | + ---------|---------|---------|---------| + 84.63 | 38.25 | 29.70 | - | + ---------|---------|---------|---------| + 84.63 | 38.25 | 29.15 | - | + ---------|---------|---------|---------| + 84.63 | 38.25 | 28.60 | - | + ---------|---------|---------|---------| + 84.63 | 38.25 | 28.05 | - | + ---------|---------|---------|---------| + 84.63 | 41.03 | 35.24 | 2.81 | + ---------|---------|---------|---------| + 84.63 | 41.03 | 34.69 | 2.56 | + ---------|---------|---------|---------| + 84.63 | 41.03 | 34.14 | 12.40 | + ---------|---------|---------|---------| + 84.63 | 41.03 | 33.59 | 12.24 | + ---------|---------|---------|---------| + 84.63 | 41.03 | 33.03 | - | + ---------|---------|---------|---------| + 84.63 | 41.03 | 32.48 | - | + ---------|---------|---------|---------| + 84.63 | 41.03 | 31.93 | - | + ---------|---------|---------|---------| + 84.63 | 41.03 | 31.38 | - | + ---------|---------|---------|---------| + 84.63 | 41.03 | 30.82 | - | + ---------|---------|---------|---------| + 84.63 | 43.81 | 38.02 | 2.92 | + ---------|---------|---------|---------| + 84.63 | 43.81 | 37.47 | 2.66 | + ---------|---------|---------|---------| + 84.63 | 43.81 | 36.92 | 12.49 | + ---------|---------|---------|---------| + 84.63 | 43.81 | 36.36 | 12.32 | + ---------|---------|---------|---------| + 84.63 | 43.81 | 35.81 | 12.14 | + ---------|---------|---------|---------| + 84.63 | 43.81 | 35.26 | - | + ---------|---------|---------|---------| + 84.63 | 43.81 | 34.71 | - | + ---------|---------|---------|---------| + 84.63 | 43.81 | 34.15 | - | + ---------|---------|---------|---------| + 84.63 | 43.81 | 33.60 | - | + ---------|---------|---------|---------| + 84.63 | 46.59 | 40.80 | 3.05 | + ---------|---------|---------|---------| + 84.63 | 46.59 | 40.25 | 2.76 | + ---------|---------|---------|---------| + 84.63 | 46.59 | 39.69 | 2.58 | + ---------|---------|---------|---------| + 84.63 | 46.59 | 39.14 | 12.41 | + ---------|---------|---------|---------| + 84.63 | 46.59 | 38.59 | 12.22 | + ---------|---------|---------|---------| + 84.63 | 46.59 | 38.04 | - | + ---------|---------|---------|---------| + 84.63 | 46.59 | 37.48 | - | + ---------|---------|---------|---------| + 84.63 | 46.59 | 36.93 | - | + ---------|---------|---------|---------| + 84.63 | 46.59 | 36.38 | - | + ---------|---------|---------|---------| + 84.63 | 49.36 | 43.58 | 3.18 | + ---------|---------|---------|---------| + 84.63 | 49.36 | 43.02 | 2.88 | + ---------|---------|---------|---------| + 84.63 | 49.36 | 42.47 | 2.68 | + ---------|---------|---------|---------| + 84.63 | 49.36 | 41.92 | 2.49 | + ---------|---------|---------|---------| + 84.63 | 49.36 | 41.37 | 12.31 | + ---------|---------|---------|---------| + 84.63 | 49.36 | 40.81 | - | + ---------|---------|---------|---------| + 84.63 | 49.36 | 40.26 | - | + ---------|---------|---------|---------| + 84.63 | 49.36 | 39.71 | - | + ---------|---------|---------|---------| + 84.63 | 49.36 | 39.16 | - | + ---------|---------|---------|---------| + 87.40 | 24.36 | 18.58 | 14.17 | + ---------|---------|---------|---------| + 87.40 | 24.36 | 18.03 | 14.57 | + ---------|---------|---------|---------| + 87.40 | 24.36 | 17.47 | 16.02 | + ---------|---------|---------|---------| + 87.40 | 24.36 | 16.92 | - | + ---------|---------|---------|---------| + 87.40 | 24.36 | 16.37 | - | + ---------|---------|---------|---------| + 87.40 | 24.36 | 15.81 | - | + ---------|---------|---------|---------| + 87.40 | 24.36 | 15.26 | - | + ---------|---------|---------|---------| + 87.40 | 24.36 | 14.71 | - | + ---------|---------|---------|---------| + 87.40 | 24.36 | 14.16 | - | + ---------|---------|---------|---------| + 87.40 | 27.14 | 21.36 | 13.54 | + ---------|---------|---------|---------| + 87.40 | 27.14 | 20.80 | 13.73 | + ---------|---------|---------|---------| + 87.40 | 27.14 | 20.25 | 14.52 | + ---------|---------|---------|---------| + 87.40 | 27.14 | 19.70 | - | + ---------|---------|---------|---------| + 87.40 | 27.14 | 19.15 | - | + ---------|---------|---------|---------| + 87.40 | 27.14 | 18.59 | - | + ---------|---------|---------|---------| + 87.40 | 27.14 | 18.04 | - | + ---------|---------|---------|---------| + 87.40 | 27.14 | 17.49 | - | + ---------|---------|---------|---------| + 87.40 | 27.14 | 16.94 | - | + ---------|---------|---------|---------| + 87.40 | 29.92 | 24.13 | 12.99 | + ---------|---------|---------|---------| + 87.40 | 29.92 | 23.58 | 13.16 | + ---------|---------|---------|---------| + 87.40 | 29.92 | 23.03 | 13.66 | + ---------|---------|---------|---------| + 87.40 | 29.92 | 22.48 | - | + ---------|---------|---------|---------| + 87.40 | 29.92 | 21.92 | - | + ---------|---------|---------|---------| + 87.40 | 29.92 | 21.37 | - | + ---------|---------|---------|---------| + 87.40 | 29.92 | 20.82 | - | + ---------|---------|---------|---------| + 87.40 | 29.92 | 20.27 | - | + ---------|---------|---------|---------| + 87.40 | 29.92 | 19.71 | - | + ---------|---------|---------|---------| + 87.40 | 32.70 | 26.91 | 12.75 | + ---------|---------|---------|---------| + 87.40 | 32.70 | 26.36 | 12.73 | + ---------|---------|---------|---------| + 87.40 | 32.70 | 25.81 | 13.07 | + ---------|---------|---------|---------| + 87.40 | 32.70 | 25.25 | - | + ---------|---------|---------|---------| + 87.40 | 32.70 | 24.70 | - | + ---------|---------|---------|---------| + 87.40 | 32.70 | 24.15 | - | + ---------|---------|---------|---------| + 87.40 | 32.70 | 23.60 | - | + ---------|---------|---------|---------| + 87.40 | 32.70 | 23.04 | - | + ---------|---------|---------|---------| + 87.40 | 32.70 | 22.49 | - | + ---------|---------|---------|---------| + 87.40 | 35.47 | 29.69 | 12.71 | + ---------|---------|---------|---------| + 87.40 | 35.47 | 29.14 | 12.55 | + ---------|---------|---------|---------| + 87.40 | 35.47 | 28.58 | 12.65 | + ---------|---------|---------|---------| + 87.40 | 35.47 | 28.03 | - | + ---------|---------|---------|---------| + 87.40 | 35.47 | 27.48 | - | + ---------|---------|---------|---------| + 87.40 | 35.47 | 26.93 | - | + ---------|---------|---------|---------| + 87.40 | 35.47 | 26.37 | - | + ---------|---------|---------|---------| + 87.40 | 35.47 | 25.82 | - | + ---------|---------|---------|---------| + 87.40 | 35.47 | 25.27 | - | + ---------|---------|---------|---------| + 87.40 | 38.25 | 32.47 | 12.74 | + ---------|---------|---------|---------| + 87.40 | 38.25 | 31.91 | 12.52 | + ---------|---------|---------|---------| + 87.40 | 38.25 | 31.36 | 12.48 | + ---------|---------|---------|---------| + 87.40 | 38.25 | 30.81 | - | + ---------|---------|---------|---------| + 87.40 | 38.25 | 30.26 | - | + ---------|---------|---------|---------| + 87.40 | 38.25 | 29.70 | - | + ---------|---------|---------|---------| + 87.40 | 38.25 | 29.15 | - | + ---------|---------|---------|---------| + 87.40 | 38.25 | 28.60 | - | + ---------|---------|---------|---------| + 87.40 | 38.25 | 28.05 | - | + ---------|---------|---------|---------| + 87.40 | 41.03 | 35.24 | 12.78 | + ---------|---------|---------|---------| + 87.40 | 41.03 | 34.69 | 12.55 | + ---------|---------|---------|---------| + 87.40 | 41.03 | 34.14 | 12.43 | + ---------|---------|---------|---------| + 87.40 | 41.03 | 33.59 | - | + ---------|---------|---------|---------| + 87.40 | 41.03 | 33.03 | - | + ---------|---------|---------|---------| + 87.40 | 41.03 | 32.48 | - | + ---------|---------|---------|---------| + 87.40 | 41.03 | 31.93 | - | + ---------|---------|---------|---------| + 87.40 | 41.03 | 31.38 | - | + ---------|---------|---------|---------| + 87.40 | 41.03 | 30.82 | - | + ---------|---------|---------|---------| + 87.40 | 43.81 | 38.02 | 12.84 | + ---------|---------|---------|---------| + 87.40 | 43.81 | 37.47 | 12.60 | + ---------|---------|---------|---------| + 87.40 | 43.81 | 36.92 | 12.47 | + ---------|---------|---------|---------| + 87.40 | 43.81 | 36.36 | - | + ---------|---------|---------|---------| + 87.40 | 43.81 | 35.81 | - | + ---------|---------|---------|---------| + 87.40 | 43.81 | 35.26 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=73.34 till 78.95 taken. + ---------|---------|---------|---------| + 87.40 | 43.81 | 34.71 | - | + ---------|---------|---------|---------| + 87.40 | 43.81 | 34.15 | - | + ---------|---------|---------|---------| + 87.40 | 43.81 | 33.60 | - | + ---------|---------|---------|---------| + 87.40 | 46.59 | 40.80 | 2.91 | + ---------|---------|---------|---------| + 87.40 | 46.59 | 40.25 | 12.66 | + ---------|---------|---------|---------| + 87.40 | 46.59 | 39.69 | 12.51 | + ---------|---------|---------|---------| + 87.40 | 46.59 | 39.14 | - | + ---------|---------|---------|---------| + 87.40 | 46.59 | 38.59 | - | + ---------|---------|---------|---------| + 87.40 | 46.59 | 38.04 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=72.10 till 79.59 taken. + ---------|---------|---------|---------| + 87.40 | 46.59 | 37.48 | - | + ---------|---------|---------|---------| + 87.40 | 46.59 | 36.93 | - | + ---------|---------|---------|---------| + 87.40 | 46.59 | 36.38 | - | + ---------|---------|---------|---------| + 87.40 | 49.36 | 43.58 | 2.99 | + ---------|---------|---------|---------| + 87.40 | 49.36 | 43.02 | 12.72 | + ---------|---------|---------|---------| + 87.40 | 49.36 | 42.47 | 12.57 | + ---------|---------|---------|---------| + 87.40 | 49.36 | 41.92 | 12.41 | + ---------|---------|---------|---------| + 87.40 | 49.36 | 41.37 | - | + ---------|---------|---------|---------| + 87.40 | 49.36 | 40.81 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=71.47 till 79.97 taken. + ---------|---------|---------|---------| + 87.40 | 49.36 | 40.26 | - | + ---------|---------|---------|---------| + 87.40 | 49.36 | 39.71 | - | + ---------|---------|---------|---------| + 87.40 | 49.36 | 39.16 | - | + ---------|---------|---------|---------| + 90.18 | 24.36 | 18.58 | 20.56 | + ---------|---------|---------|---------| + 90.18 | 24.36 | 18.03 | 23.04 | + ---------|---------|---------|---------| + 90.18 | 24.36 | 17.47 | 23.67 | + ---------|---------|---------|---------| + 90.18 | 24.36 | 16.92 | - | + ---------|---------|---------|---------| + 90.18 | 24.36 | 16.37 | - | + ---------|---------|---------|---------| + 90.18 | 24.36 | 15.81 | - | + ---------|---------|---------|---------| + 90.18 | 24.36 | 15.26 | - | + ---------|---------|---------|---------| + 90.18 | 24.36 | 14.71 | - | + ---------|---------|---------|---------| + 90.18 | 24.36 | 14.16 | - | + ---------|---------|---------|---------| + 90.18 | 27.14 | 21.36 | 17.82 | + ---------|---------|---------|---------| + 90.18 | 27.14 | 20.80 | 20.55 | + ---------|---------|---------|---------| + 90.18 | 27.14 | 20.25 | 23.53 | + ---------|---------|---------|---------| + 90.18 | 27.14 | 19.70 | - | + ---------|---------|---------|---------| + 90.18 | 27.14 | 19.15 | - | + ---------|---------|---------|---------| + 90.18 | 27.14 | 18.59 | - | + ---------|---------|---------|---------| + 90.18 | 27.14 | 18.04 | - | + ---------|---------|---------|---------| + 90.18 | 27.14 | 17.49 | - | + ---------|---------|---------|---------| + 90.18 | 27.14 | 16.94 | - | + ---------|---------|---------|---------| + 90.18 | 29.92 | 24.13 | 16.06 | + ---------|---------|---------|---------| + 90.18 | 29.92 | 23.58 | 17.80 | + ---------|---------|---------|---------| + 90.18 | 29.92 | 23.03 | 23.04 | + ---------|---------|---------|---------| + 90.18 | 29.92 | 22.48 | - | + ---------|---------|---------|---------| + 90.18 | 29.92 | 21.92 | - | + ---------|---------|---------|---------| + 90.18 | 29.92 | 21.37 | - | + ---------|---------|---------|---------| + 90.18 | 29.92 | 20.82 | - | + ---------|---------|---------|---------| + 90.18 | 29.92 | 20.27 | - | + ---------|---------|---------|---------| + 90.18 | 29.92 | 19.71 | - | + ---------|---------|---------|---------| + 90.18 | 32.70 | 26.91 | 14.93 | + ---------|---------|---------|---------| + 90.18 | 32.70 | 26.36 | 15.94 | + ---------|---------|---------|---------| + 90.18 | 32.70 | 25.81 | 19.92 | + ---------|---------|---------|---------| + 90.18 | 32.70 | 25.25 | - | + ---------|---------|---------|---------| + 90.18 | 32.70 | 24.70 | - | + ---------|---------|---------|---------| + 90.18 | 32.70 | 24.15 | - | + ---------|---------|---------|---------| + 90.18 | 32.70 | 23.60 | - | + ---------|---------|---------|---------| + 90.18 | 32.70 | 23.04 | - | + ---------|---------|---------|---------| + 90.18 | 32.70 | 22.49 | - | + ---------|---------|---------|---------| + 90.18 | 35.47 | 29.69 | 14.12 | + ---------|---------|---------|---------| + 90.18 | 35.47 | 29.14 | 14.77 | + ---------|---------|---------|---------| + 90.18 | 35.47 | 28.58 | 17.13 | + ---------|---------|---------|---------| + 90.18 | 35.47 | 28.03 | - | + ---------|---------|---------|---------| + 90.18 | 35.47 | 27.48 | - | + ---------|---------|---------|---------| + 90.18 | 35.47 | 26.93 | - | + ---------|---------|---------|---------| + 90.18 | 35.47 | 26.37 | - | + ---------|---------|---------|---------| + 90.18 | 35.47 | 25.82 | - | + ---------|---------|---------|---------| + 90.18 | 35.47 | 25.27 | - | + ---------|---------|---------|---------| + 90.18 | 38.25 | 32.47 | 13.52 | + ---------|---------|---------|---------| + 90.18 | 38.25 | 31.91 | 13.94 | + ---------|---------|---------|---------| + 90.18 | 38.25 | 31.36 | 15.37 | + ---------|---------|---------|---------| + 90.18 | 38.25 | 30.81 | - | + ---------|---------|---------|---------| + 90.18 | 38.25 | 30.26 | - | + ---------|---------|---------|---------| + 90.18 | 38.25 | 29.70 | - | + ---------|---------|---------|---------| + 90.18 | 38.25 | 29.15 | - | + ---------|---------|---------|---------| + 90.18 | 38.25 | 28.60 | - | + ---------|---------|---------|---------| + 90.18 | 38.25 | 28.05 | - | + ---------|---------|---------|---------| + 90.18 | 41.03 | 35.24 | 13.22 | + ---------|---------|---------|---------| + 90.18 | 41.03 | 34.69 | 13.32 | + ---------|---------|---------|---------| + 90.18 | 41.03 | 34.14 | 14.30 | + ---------|---------|---------|---------| + 90.18 | 41.03 | 33.59 | - | + ---------|---------|---------|---------| + 90.18 | 41.03 | 33.03 | - | + ---------|---------|---------|---------| + 90.18 | 41.03 | 32.48 | - | + ---------|---------|---------|---------| + 90.18 | 41.03 | 31.93 | - | + ---------|---------|---------|---------| + 90.18 | 41.03 | 31.38 | - | + ---------|---------|---------|---------| + 90.18 | 41.03 | 30.82 | - | + ---------|---------|---------|---------| + 90.18 | 43.81 | 38.02 | 13.12 | + ---------|---------|---------|---------| + 90.18 | 43.81 | 37.47 | 13.03 | + ---------|---------|---------|---------| + 90.18 | 43.81 | 36.92 | 13.43 | + ---------|---------|---------|---------| + 90.18 | 43.81 | 36.36 | - | + ---------|---------|---------|---------| + 90.18 | 43.81 | 35.81 | - | + ---------|---------|---------|---------| + 90.18 | 43.81 | 35.26 | - | + ---------|---------|---------|---------| + 90.18 | 43.81 | 34.71 | - | + ---------|---------|---------|---------| + 90.18 | 43.81 | 34.15 | - | + ---------|---------|---------|---------| + 90.18 | 43.81 | 33.60 | - | + ---------|---------|---------|---------| + 90.18 | 46.59 | 40.80 | 13.11 | + ---------|---------|---------|---------| + 90.18 | 46.59 | 40.25 | 12.89 | + ---------|---------|---------|---------| + 90.18 | 46.59 | 39.69 | 13.04 | + ---------|---------|---------|---------| + 90.18 | 46.59 | 39.14 | - | + ---------|---------|---------|---------| + 90.18 | 46.59 | 38.59 | - | + ---------|---------|---------|---------| + 90.18 | 46.59 | 38.04 | - | + ---------|---------|---------|---------| + 90.18 | 46.59 | 37.48 | - | + ---------|---------|---------|---------| + 90.18 | 46.59 | 36.93 | - | + ---------|---------|---------|---------| + 90.18 | 46.59 | 36.38 | - | + ---------|---------|---------|---------| + 90.18 | 49.36 | 43.58 | 13.13 | + ---------|---------|---------|---------| + 90.18 | 49.36 | 43.02 | 12.88 | + ---------|---------|---------|---------| + 90.18 | 49.36 | 42.47 | 12.84 | + ---------|---------|---------|---------| + 90.18 | 49.36 | 41.92 | - | + ---------|---------|---------|---------| + 90.18 | 49.36 | 41.37 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=74.51 till 79.38 taken. + ---------|---------|---------|---------| + 90.18 | 49.36 | 40.81 | - | + ---------|---------|---------|---------| + 90.18 | 49.36 | 40.26 | - | + ---------|---------|---------|---------| + 90.18 | 49.36 | 39.71 | - | + ---------|---------|---------|---------| + 90.18 | 49.36 | 39.16 | - | + ---------|---------|---------|---------| + 92.96 | 24.36 | 18.58 | 25.01 | + ---------|---------|---------|---------| + 92.96 | 24.36 | 18.03 | 23.63 | + ---------|---------|---------|---------| + 92.96 | 24.36 | 17.47 | - | + ---------|---------|---------|---------| + 92.96 | 24.36 | 16.92 | - | + ---------|---------|---------|---------| + 92.96 | 24.36 | 16.37 | - | + ---------|---------|---------|---------| + 92.96 | 24.36 | 15.81 | - | + ---------|---------|---------|---------| + 92.96 | 24.36 | 15.26 | - | + ---------|---------|---------|---------| + 92.96 | 24.36 | 14.71 | - | + ---------|---------|---------|---------| + 92.96 | 24.36 | 14.16 | - | + ---------|---------|---------|---------| + 92.96 | 27.14 | 21.36 | 25.18 | + ---------|---------|---------|---------| + 92.96 | 27.14 | 20.80 | 23.74 | + ---------|---------|---------|---------| + 92.96 | 27.14 | 20.25 | - | + ---------|---------|---------|---------| + 92.96 | 27.14 | 19.70 | - | + ---------|---------|---------|---------| + 92.96 | 27.14 | 19.15 | - | + ---------|---------|---------|---------| + 92.96 | 27.14 | 18.59 | - | + ---------|---------|---------|---------| + 92.96 | 27.14 | 18.04 | - | + ---------|---------|---------|---------| + 92.96 | 27.14 | 17.49 | - | + ---------|---------|---------|---------| + 92.96 | 27.14 | 16.94 | - | + ---------|---------|---------|---------| + 92.96 | 29.92 | 24.13 | 25.38 | + ---------|---------|---------|---------| + 92.96 | 29.92 | 23.58 | 23.89 | + ---------|---------|---------|---------| + 92.96 | 29.92 | 23.03 | - | + ---------|---------|---------|---------| + 92.96 | 29.92 | 22.48 | - | + ---------|---------|---------|---------| + 92.96 | 29.92 | 21.92 | - | + ---------|---------|---------|---------| + 92.96 | 29.92 | 21.37 | - | + ---------|---------|---------|---------| + 92.96 | 29.92 | 20.82 | - | + ---------|---------|---------|---------| + 92.96 | 29.92 | 20.27 | - | + ---------|---------|---------|---------| + 92.96 | 29.92 | 19.71 | - | + ---------|---------|---------|---------| + 92.96 | 32.70 | 26.91 | 24.09 | + ---------|---------|---------|---------| + 92.96 | 32.70 | 26.36 | 24.06 | + ---------|---------|---------|---------| + 92.96 | 32.70 | 25.81 | - | + ---------|---------|---------|---------| + 92.96 | 32.70 | 25.25 | - | + ---------|---------|---------|---------| + 92.96 | 32.70 | 24.70 | - | + ---------|---------|---------|---------| + 92.96 | 32.70 | 24.15 | - | + ---------|---------|---------|---------| + 92.96 | 32.70 | 23.60 | - | + ---------|---------|---------|---------| + 92.96 | 32.70 | 23.04 | - | + ---------|---------|---------|---------| + 92.96 | 32.70 | 22.49 | - | + ---------|---------|---------|---------| + 92.96 | 35.47 | 29.69 | 21.21 | + ---------|---------|---------|---------| + 92.96 | 35.47 | 29.14 | 24.23 | + ---------|---------|---------|---------| + 92.96 | 35.47 | 28.58 | - | + ---------|---------|---------|---------| + 92.96 | 35.47 | 28.03 | - | + ---------|---------|---------|---------| + 92.96 | 35.47 | 27.48 | - | + ---------|---------|---------|---------| + 92.96 | 35.47 | 26.93 | - | + ---------|---------|---------|---------| + 92.96 | 35.47 | 26.37 | - | + ---------|---------|---------|---------| + 92.96 | 35.47 | 25.82 | - | + ---------|---------|---------|---------| + 92.96 | 35.47 | 25.27 | - | + ---------|---------|---------|---------| + 92.96 | 38.25 | 32.47 | 18.70 | + ---------|---------|---------|---------| + 92.96 | 38.25 | 31.91 | 22.74 | + ---------|---------|---------|---------| + 92.96 | 38.25 | 31.36 | - | + ---------|---------|---------|---------| + 92.96 | 38.25 | 30.81 | - | + ---------|---------|---------|---------| + 92.96 | 38.25 | 30.26 | - | + ---------|---------|---------|---------| + 92.96 | 38.25 | 29.70 | - | + ---------|---------|---------|---------| + 92.96 | 38.25 | 29.15 | - | + ---------|---------|---------|---------| + 92.96 | 38.25 | 28.60 | - | + ---------|---------|---------|---------| + 92.96 | 38.25 | 28.05 | - | + ---------|---------|---------|---------| + 92.96 | 41.03 | 35.24 | 16.90 | + ---------|---------|---------|---------| + 92.96 | 41.03 | 34.69 | 19.87 | + ---------|---------|---------|---------| + 92.96 | 41.03 | 34.14 | - | + ---------|---------|---------|---------| + 92.96 | 41.03 | 33.59 | - | + ---------|---------|---------|---------| + 92.96 | 41.03 | 33.03 | - | + ---------|---------|---------|---------| + 92.96 | 41.03 | 32.48 | - | + ---------|---------|---------|---------| + 92.96 | 41.03 | 31.93 | - | + ---------|---------|---------|---------| + 92.96 | 41.03 | 31.38 | - | + ---------|---------|---------|---------| + 92.96 | 41.03 | 30.82 | - | + ---------|---------|---------|---------| + 92.96 | 43.81 | 38.02 | 15.66 | + ---------|---------|---------|---------| + 92.96 | 43.81 | 37.47 | 17.55 | + ---------|---------|---------|---------| + 92.96 | 43.81 | 36.92 | - | + ---------|---------|---------|---------| + 92.96 | 43.81 | 36.36 | - | + ---------|---------|---------|---------| + 92.96 | 43.81 | 35.81 | - | + ---------|---------|---------|---------| + 92.96 | 43.81 | 35.26 | - | + ---------|---------|---------|---------| + 92.96 | 43.81 | 34.71 | - | + ---------|---------|---------|---------| + 92.96 | 43.81 | 34.15 | - | + ---------|---------|---------|---------| + 92.96 | 43.81 | 33.60 | - | + ---------|---------|---------|---------| + 92.96 | 46.59 | 40.80 | 14.60 | + ---------|---------|---------|---------| + 92.96 | 46.59 | 40.25 | 15.95 | + ---------|---------|---------|---------| + 92.96 | 46.59 | 39.69 | - | + ---------|---------|---------|---------| + 92.96 | 46.59 | 39.14 | - | + ---------|---------|---------|---------| + 92.96 | 46.59 | 38.59 | - | + ---------|---------|---------|---------| + 92.96 | 46.59 | 38.04 | - | + ---------|---------|---------|---------| + 92.96 | 46.59 | 37.48 | - | + ---------|---------|---------|---------| + 92.96 | 46.59 | 36.93 | - | + ---------|---------|---------|---------| + 92.96 | 46.59 | 36.38 | - | + ---------|---------|---------|---------| + 92.96 | 49.36 | 43.58 | 14.07 | + ---------|---------|---------|---------| + 92.96 | 49.36 | 43.02 | 14.69 | + ---------|---------|---------|---------| + 92.96 | 49.36 | 42.47 | - | + ---------|---------|---------|---------| + 92.96 | 49.36 | 41.92 | - | + ---------|---------|---------|---------| + 92.96 | 49.36 | 41.37 | - | + ---------|---------|---------|---------| + 92.96 | 49.36 | 40.81 | - | + ---------|---------|---------|---------| + 92.96 | 49.36 | 40.26 | - | + ---------|---------|---------|---------| + 92.96 | 49.36 | 39.71 | - | + ---------|---------|---------|---------| + 92.96 | 49.36 | 39.16 | - | + + Information on the critical circle : Fmin = 1.660 + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 77.68 [m] + Y co-ordinate center point : 20.20 [m] + Radius of critical circle : 11.10 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 691.56 [kNm/m] + Driving moment free water : 0.00 [kNm/m] + Driving moment external loads : 176.22 [kNm/m] + Iterated resisting moment : 1148.07 [kNm/m] + Non-iterated resisting moment : 1092.57 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 70.55 | 11.70 | 11.82 | 0.30 | -40.00 | -2.04 | 0.40 | 1.28 | + 2 | 70.86 | 11.45 | 11.81 | 0.30 | -37.97 | -2.04 | 0.39 | 1.28 | + 3 | 71.16 | 11.22 | 11.80 | 0.30 | -36.00 | -2.04 | 0.38 | 1.28 | + 4 | 71.46 | 11.01 | 11.79 | 0.30 | -34.08 | -2.04 | 0.37 | 1.28 | + 5 | 71.77 | 10.81 | 11.78 | 0.30 | -32.21 | -2.04 | 0.36 | 1.28 | + 6 | 72.07 | 10.62 | 11.77 | 0.30 | -30.37 | -2.04 | 0.35 | 1.28 | + 7 | 72.38 | 10.45 | 11.75 | 0.30 | -28.56 | -2.04 | 0.35 | 1.28 | + 8 | 72.53 | 10.37 | 11.75 | 0.00 | -27.67 | -18.69 | 0.00 | 1.28 | + 9 | 72.68 | 10.29 | 11.70 | 0.30 | -26.79 | -18.69 | 0.34 | 1.28 | + 10 | 72.98 | 10.14 | 11.59 | 0.30 | -25.05 | -18.69 | 0.33 | 1.28 | + 11 | 73.29 | 10.01 | 11.49 | 0.30 | -23.33 | -18.69 | 0.33 | 1.28 | + 12 | 73.59 | 9.88 | 11.39 | 0.30 | -21.64 | -18.69 | 0.33 | 1.28 | + 13 | 73.89 | 9.77 | 11.29 | 0.30 | -19.96 | -18.69 | 0.32 | 1.28 | + 14 | 74.20 | 9.66 | 11.18 | 0.30 | -18.31 | -18.69 | 0.32 | 1.28 | + 15 | 74.50 | 9.57 | 11.08 | 0.30 | -16.67 | -18.69 | 0.32 | 1.28 | + 16 | 74.80 | 9.48 | 10.98 | 0.30 | -15.04 | -18.69 | 0.31 | 1.28 | + 17 | 75.11 | 9.40 | 10.88 | 0.30 | -13.42 | -18.69 | 0.31 | 1.28 | + 18 | 75.41 | 9.34 | 10.77 | 0.30 | -11.82 | -18.69 | 0.31 | 1.28 | + 19 | 75.71 | 9.28 | 10.67 | 0.30 | -10.23 | -18.69 | 0.31 | 1.28 | + 20 | 76.01 | 9.23 | 10.57 | 0.30 | -8.64 | -18.69 | 0.31 | 1.28 | + 21 | 76.32 | 9.19 | 10.47 | 0.30 | -7.06 | -18.69 | 0.31 | 1.28 | + 22 | 76.62 | 9.15 | 10.36 | 0.30 | -5.49 | -18.69 | 0.30 | 1.28 | + 23 | 76.92 | 9.13 | 10.26 | 0.30 | -3.92 | -18.69 | 0.30 | 1.28 | + 24 | 77.23 | 9.11 | 10.16 | 0.30 | -2.35 | -18.69 | 0.30 | 1.28 | + 25 | 77.53 | 9.10 | 10.06 | 0.30 | -0.78 | -18.69 | 0.30 | 1.28 | + 26 | 77.83 | 9.10 | 9.96 | 0.30 | 0.77 | -18.69 | 0.30 | 1.28 | + 27 | 78.13 | 9.11 | 9.85 | 0.30 | 2.31 | -18.69 | 0.30 | 1.28 | + 28 | 78.43 | 9.13 | 9.75 | 0.30 | 3.86 | -18.69 | 0.30 | 1.28 | + 29 | 78.73 | 9.15 | 9.65 | 0.30 | 5.40 | -18.69 | 0.30 | 1.28 | + 30 | 79.02 | 9.18 | 9.55 | 0.30 | 6.95 | -18.69 | 0.30 | 1.28 | + 31 | 79.32 | 9.22 | 9.45 | 0.30 | 8.51 | -18.69 | 0.30 | 1.28 | + 32 | 79.62 | 9.27 | 9.35 | 0.30 | 10.07 | -18.69 | 0.30 | 1.28 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.69 | 15.56 | 15.56 | + 2 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 2.01 | 19.92 | 19.92 | + 3 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 3.24 | 23.96 | 23.96 | + 4 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 4.39 | 27.71 | 27.71 | + 5 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.44 | 31.19 | 31.19 | + 6 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.42 | 34.41 | 34.41 | + 7 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.33 | 37.39 | 37.39 | + 8 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.03 | 38.83 | 38.83 | + 9 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.88 | 25.99 | 25.99 | + 10 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.13 | 26.82 | 26.82 | + 11 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.32 | 27.44 | 27.44 | + 12 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.44 | 27.87 | 27.87 | + 13 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.52 | 28.10 | 28.10 | + 14 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.53 | 28.15 | 28.15 | + 15 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.49 | 28.02 | 28.02 | + 16 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.40 | 27.71 | 27.71 | + 17 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.25 | 27.24 | 27.24 | + 18 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.06 | 26.60 | 26.60 | + 19 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.82 | 25.79 | 25.79 | + 20 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.52 | 24.83 | 24.83 | + 21 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.18 | 23.70 | 23.70 | + 22 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.79 | 22.42 | 22.42 | + 23 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.36 | 20.99 | 20.99 | + 24 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.88 | 19.40 | 19.40 | + 25 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.35 | 17.65 | 17.65 | + 26 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 4.71 | 15.77 | 15.77 | + 27 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 4.10 | 13.76 | 13.76 | + 28 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 3.46 | 11.59 | 11.59 | + 29 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 2.77 | 9.28 | 9.28 | + 30 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 2.03 | 6.81 | 6.81 | + 31 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 1.25 | 4.19 | 4.19 | + 32 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.42 | 1.42 | 1.42 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 6.72 | N.A. | N.A. | 13.30 | 12.17 | + 2 | 0.00 | 0.00 | 0.00 | 8.41 | N.A. | N.A. | 13.30 | 15.96 | + 3 | 0.00 | 0.00 | 0.00 | 10.03 | N.A. | N.A. | 13.30 | 19.57 | + 4 | 0.00 | 0.00 | 0.00 | 11.56 | N.A. | N.A. | 13.30 | 23.00 | + 5 | 0.00 | 0.00 | 0.00 | 13.01 | N.A. | N.A. | 13.30 | 26.25 | + 6 | 0.00 | 0.00 | 0.00 | 14.39 | N.A. | N.A. | 13.30 | 29.33 | + 7 | 0.00 | 0.00 | 0.00 | 15.69 | N.A. | N.A. | 13.30 | 32.25 | + 8 | 0.00 | 0.00 | 0.00 | 16.33 | N.A. | N.A. | 13.30 | 33.67 | + 9 | 0.00 | 0.00 | 0.00 | 11.35 | N.A. | N.A. | 0.00 | 22.54 | + 10 | 0.00 | 0.00 | 0.00 | 11.78 | N.A. | N.A. | 0.00 | 23.50 | + 11 | 0.00 | 0.00 | 0.00 | 12.14 | N.A. | N.A. | 0.00 | 24.29 | + 12 | 0.00 | 0.00 | 0.00 | 12.41 | N.A. | N.A. | 0.00 | 24.90 | + 13 | 0.00 | 0.00 | 0.00 | 12.61 | N.A. | N.A. | 0.00 | 25.34 | + 14 | 0.00 | 0.00 | 0.00 | 12.73 | N.A. | N.A. | 0.00 | 25.61 | + 15 | 0.00 | 0.00 | 0.00 | 12.77 | N.A. | N.A. | 0.00 | 25.72 | + 16 | 0.00 | 0.00 | 0.00 | 12.74 | N.A. | N.A. | 0.00 | 25.65 | + 17 | 0.00 | 0.00 | 0.00 | 12.64 | N.A. | N.A. | 0.00 | 25.42 | + 18 | 0.00 | 0.00 | 0.00 | 12.46 | N.A. | N.A. | 0.00 | 25.03 | + 19 | 0.00 | 0.00 | 0.00 | 12.21 | N.A. | N.A. | 0.00 | 24.47 | + 20 | 0.00 | 0.00 | 0.00 | 11.89 | N.A. | N.A. | 0.00 | 23.74 | + 21 | 0.00 | 0.00 | 0.00 | 11.49 | N.A. | N.A. | 0.00 | 22.85 | + 22 | 0.00 | 0.00 | 0.00 | 11.02 | N.A. | N.A. | 0.00 | 21.79 | + 23 | 0.00 | 0.00 | 0.00 | 10.47 | N.A. | N.A. | 0.00 | 20.56 | + 24 | 0.00 | 0.00 | 0.00 | 9.84 | N.A. | N.A. | 0.00 | 19.15 | + 25 | 0.00 | 0.00 | 0.00 | 9.14 | N.A. | N.A. | 0.00 | 17.58 | + 26 | 0.00 | 0.00 | 0.00 | 8.36 | N.A. | N.A. | 0.00 | 15.84 | + 27 | 0.00 | 0.00 | 0.00 | 7.51 | N.A. | N.A. | 0.00 | 13.94 | + 28 | 0.00 | 0.00 | 0.00 | 6.58 | N.A. | N.A. | 0.00 | 11.86 | + 29 | 0.00 | 0.00 | 0.00 | 5.57 | N.A. | N.A. | 0.00 | 9.59 | + 30 | 0.00 | 0.00 | 0.00 | 4.47 | N.A. | N.A. | 0.00 | 7.14 | + 31 | 0.00 | 0.00 | 0.00 | 3.29 | N.A. | N.A. | 0.00 | 4.49 | + 32 | 0.00 | 0.00 | 0.00 | 2.01 | N.A. | N.A. | 0.00 | 1.64 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 15.56 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 19.92 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 23.96 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 27.71 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 31.19 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 34.41 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 37.39 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 38.83 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 25.99 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 26.82 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 27.44 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 27.87 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 28.10 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 28.15 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 28.02 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 27.71 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 27.24 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 26.60 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 25.79 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 24.83 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 23.70 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 22.42 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 20.99 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 19.40 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 17.65 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 15.77 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 13.76 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 11.59 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 9.28 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 6.81 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 4.19 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 1.42 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + Information on the zone plane : Fmin = 2.306 + : Zone = 1A + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 80.46 [m] + Y co-ordinate center point : 36.86 [m] + Radius of critical circle : 28.87 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 3308.09 [kNm/m] + Driving moment free water : -29.24 [kNm/m] + Driving moment external loads : 305.21 [kNm/m] + Iterated resisting moment : 7628.20 [kNm/m] + Non-iterated resisting moment : 7252.39 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 66.53 | 11.58 | 11.76 | 0.62 | -28.84 | 2.08 | 0.71 | 1.28 | + 2 | 67.16 | 11.24 | 11.78 | 0.62 | -27.44 | 2.08 | 0.70 | 1.28 | + 3 | 67.78 | 10.93 | 11.81 | 0.62 | -26.05 | 2.08 | 0.69 | 1.28 | + 4 | 68.40 | 10.63 | 11.83 | 0.62 | -24.68 | 2.08 | 0.69 | 1.28 | + 5 | 69.03 | 10.36 | 11.85 | 0.62 | -23.33 | 2.08 | 0.68 | 1.28 | + 6 | 69.68 | 10.08 | 11.85 | 0.69 | -21.92 | -2.08 | 0.74 | 1.28 | + 7 | 70.03 | 9.95 | 11.84 | 0.00 | -21.18 | -2.04 | 0.00 | 1.28 | + 8 | 70.34 | 9.83 | 11.83 | 0.62 | -20.52 | -2.04 | 0.67 | 1.28 | + 9 | 70.97 | 9.60 | 11.80 | 0.62 | -19.20 | -2.04 | 0.66 | 1.28 | + 10 | 71.59 | 9.39 | 11.78 | 0.62 | -17.89 | -2.04 | 0.66 | 1.28 | + 11 | 72.22 | 9.20 | 11.76 | 0.62 | -16.59 | -2.04 | 0.65 | 1.28 | + 12 | 72.53 | 9.11 | 11.75 | 0.00 | -15.94 | -18.69 | 0.00 | 1.28 | + 13 | 72.83 | 9.02 | 11.65 | 0.61 | -15.32 | -18.69 | 0.63 | 1.28 | + 14 | 73.44 | 8.86 | 11.44 | 0.61 | -14.07 | -18.69 | 0.63 | 1.28 | + 15 | 74.05 | 8.72 | 11.23 | 0.61 | -12.83 | -18.69 | 0.62 | 1.28 | + 16 | 74.66 | 8.59 | 11.03 | 0.61 | -11.60 | -18.69 | 0.62 | 1.28 | + 17 | 75.26 | 8.47 | 10.82 | 0.61 | -10.37 | -18.69 | 0.62 | 1.28 | + 18 | 75.87 | 8.36 | 10.62 | 0.61 | -9.15 | -18.69 | 0.62 | 1.28 | + 19 | 76.48 | 8.27 | 10.41 | 0.61 | -7.93 | -18.69 | 0.61 | 1.28 | + 20 | 77.09 | 8.19 | 10.21 | 0.61 | -6.71 | -18.69 | 0.61 | 1.28 | + 21 | 77.69 | 8.13 | 10.00 | 0.61 | -5.50 | -18.69 | 0.61 | 1.28 | + 22 | 78.30 | 8.08 | 9.80 | 0.61 | -4.29 | -18.69 | 0.61 | 1.28 | + 23 | 78.91 | 8.04 | 9.59 | 0.61 | -3.08 | -18.69 | 0.61 | 1.28 | + 24 | 79.52 | 8.01 | 9.38 | 0.62 | -1.86 | -18.69 | 0.62 | 1.28 | + 25 | 80.15 | 8.00 | 9.17 | 0.62 | -0.62 | -18.69 | 0.62 | 1.28 | + 26 | 80.66 | 8.00 | 9.00 | 0.40 | 0.40 | -18.69 | 0.40 | 1.28 | + 27 | 81.06 | 8.00 | 8.86 | 0.40 | 1.19 | -18.69 | 0.40 | 1.28 | + 28 | 81.57 | 8.02 | 8.78 | 0.62 | 2.20 | -2.62 | 0.62 | 1.28 | + 29 | 82.18 | 8.05 | 8.75 | 0.62 | 3.42 | -2.62 | 0.62 | 1.28 | + 30 | 82.80 | 8.09 | 8.72 | 0.62 | 4.65 | -2.62 | 0.62 | 1.28 | + 31 | 83.41 | 8.15 | 8.70 | 0.62 | 5.88 | -2.62 | 0.62 | 1.28 | + 32 | 84.03 | 8.22 | 8.67 | 0.62 | 7.11 | -2.62 | 0.62 | 1.28 | + 33 | 84.65 | 8.30 | 8.64 | 0.62 | 8.34 | -2.62 | 0.62 | 1.28 | + 34 | 85.26 | 8.40 | 8.61 | 0.62 | 9.58 | -2.62 | 0.62 | 1.28 | + 35 | 85.88 | 8.51 | 8.58 | 0.62 | 10.82 | -2.62 | 0.63 | 1.28 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 2.11 | 3.38 | 3.38 | + 2 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 6.22 | 9.97 | 9.97 | + 3 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 10.10 | 16.20 | 16.20 | + 4 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 13.77 | 22.09 | 22.09 | + 5 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 17.24 | 27.65 | 27.65 | + 6 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 22.51 | 32.68 | 32.68 | + 7 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.04 | 35.01 | 35.01 | + 8 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 23.10 | 50.27 | 50.27 | + 9 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 25.45 | 54.04 | 54.04 | + 10 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 27.62 | 57.50 | 57.50 | + 11 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 29.60 | 60.68 | 60.68 | + 12 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.05 | 62.20 | 62.20 | + 13 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 29.48 | 48.53 | 48.53 | + 14 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 28.96 | 47.68 | 47.68 | + 15 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 28.28 | 46.56 | 46.56 | + 16 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 27.45 | 45.19 | 45.19 | + 17 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 26.47 | 43.57 | 43.57 | + 18 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 25.33 | 41.70 | 41.70 | + 19 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 24.05 | 39.58 | 39.58 | + 20 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 22.61 | 37.22 | 37.22 | + 21 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 21.03 | 34.62 | 34.62 | + 22 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 19.31 | 31.78 | 31.78 | + 23 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 17.44 | 28.70 | 28.70 | + 24 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 15.86 | 25.43 | 24.18 | + 25 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 13.69 | 21.95 | 18.26 | + 26 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.57 | 18.92 | 13.31 | + 27 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.57 | 16.42 | 9.38 | + 28 | 24.08 | 24.08 | 0.14 | -0.00 | -0.09 | 9.02 | 14.78 | 7.16 | + 29 | 24.08 | 24.08 | 0.41 | -0.01 | -0.26 | 8.33 | 13.93 | 6.61 | + 30 | 24.08 | 24.08 | 0.69 | -0.02 | -0.43 | 7.48 | 12.83 | 5.94 | + 31 | 24.08 | 24.08 | 0.97 | -0.03 | -0.60 | 6.47 | 11.48 | 5.14 | + 32 | 24.08 | 24.08 | 1.24 | -0.04 | -0.77 | 5.31 | 9.87 | 4.22 | + 33 | 24.08 | 24.08 | 1.52 | -0.04 | -0.94 | 3.99 | 8.00 | 3.17 | + 34 | 24.08 | 24.08 | 1.80 | -0.05 | -1.11 | 2.51 | 5.87 | 1.99 | + 35 | 24.08 | 24.08 | 2.07 | -0.06 | -1.28 | 0.86 | 3.48 | 0.69 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 2.52 | N.A. | N.A. | 0.00 | 2.78 | + 2 | 0.00 | 0.00 | 0.00 | 5.21 | N.A. | N.A. | 0.00 | 8.80 | + 3 | 0.00 | 0.00 | 0.00 | 7.78 | N.A. | N.A. | 0.00 | 14.55 | + 4 | 0.00 | 0.00 | 0.00 | 10.24 | N.A. | N.A. | 0.00 | 20.05 | + 5 | 0.00 | 0.00 | 0.00 | 12.58 | N.A. | N.A. | 0.00 | 25.29 | + 6 | 0.00 | 0.00 | 0.00 | 14.73 | N.A. | N.A. | 0.00 | 30.10 | + 7 | 0.00 | 0.00 | 0.00 | 15.74 | N.A. | N.A. | 0.00 | 32.37 | + 8 | 0.00 | 0.00 | 0.00 | 22.14 | N.A. | N.A. | 13.30 | 46.68 | + 9 | 0.00 | 0.00 | 0.00 | 23.82 | N.A. | N.A. | 13.30 | 50.44 | + 10 | 0.00 | 0.00 | 0.00 | 25.39 | N.A. | N.A. | 13.30 | 53.95 | + 11 | 0.00 | 0.00 | 0.00 | 26.85 | N.A. | N.A. | 13.30 | 57.21 | + 12 | 0.00 | 0.00 | 0.00 | 27.55 | N.A. | N.A. | 13.30 | 58.78 | + 13 | 0.00 | 0.00 | 0.00 | 21.81 | N.A. | N.A. | 0.00 | 45.94 | + 14 | 0.00 | 0.00 | 0.00 | 21.54 | N.A. | N.A. | 0.00 | 45.33 | + 15 | 0.00 | 0.00 | 0.00 | 21.15 | N.A. | N.A. | 0.00 | 44.47 | + 16 | 0.00 | 0.00 | 0.00 | 20.65 | N.A. | N.A. | 0.00 | 43.35 | + 17 | 0.00 | 0.00 | 0.00 | 20.04 | N.A. | N.A. | 0.00 | 41.98 | + 18 | 0.00 | 0.00 | 0.00 | 19.31 | N.A. | N.A. | 0.00 | 40.35 | + 19 | 0.00 | 0.00 | 0.00 | 18.47 | N.A. | N.A. | 0.00 | 38.47 | + 20 | 0.00 | 0.00 | 0.00 | 17.52 | N.A. | N.A. | 0.00 | 36.33 | + 21 | 0.00 | 0.00 | 0.00 | 16.45 | N.A. | N.A. | 0.00 | 33.94 | + 22 | 0.00 | 0.00 | 0.00 | 15.26 | N.A. | N.A. | 0.00 | 31.29 | + 23 | 0.00 | 0.00 | 0.00 | 13.96 | N.A. | N.A. | 0.00 | 28.38 | + 24 | 1.25 | 0.00 | 1.25 | 12.01 | N.A. | N.A. | 0.00 | 24.01 | + 25 | 3.69 | 0.00 | 3.69 | 9.42 | N.A. | N.A. | 0.00 | 18.21 | + 26 | 5.61 | 0.00 | 5.61 | 7.24 | N.A. | N.A. | 0.00 | 13.33 | + 27 | 7.03 | 0.00 | 7.03 | 5.49 | N.A. | N.A. | 0.00 | 9.43 | + 28 | 7.62 | 0.00 | 7.62 | 4.51 | N.A. | N.A. | 0.00 | 7.23 | + 29 | 7.32 | 0.00 | 7.32 | 4.28 | N.A. | N.A. | 0.00 | 6.72 | + 30 | 6.89 | 0.00 | 6.89 | 4.00 | N.A. | N.A. | 0.00 | 6.08 | + 31 | 6.34 | 0.00 | 6.34 | 3.65 | N.A. | N.A. | 0.00 | 5.30 | + 32 | 5.65 | 0.00 | 5.65 | 3.24 | N.A. | N.A. | 0.00 | 4.39 | + 33 | 4.83 | 0.00 | 4.83 | 2.77 | N.A. | N.A. | 0.00 | 3.34 | + 34 | 3.88 | 0.00 | 3.88 | 2.24 | N.A. | N.A. | 0.00 | 2.16 | + 35 | 2.79 | 0.00 | 2.79 | 1.65 | N.A. | N.A. | 0.00 | 0.82 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 3.38 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 9.97 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 16.20 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 22.09 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 27.65 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 32.68 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 35.01 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 50.27 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 54.04 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 57.50 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 60.68 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 62.20 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 48.53 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 47.68 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 46.56 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 45.19 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 43.57 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 41.70 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 39.58 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 37.22 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 34.62 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 31.78 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 28.70 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 24.18 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 18.26 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 13.31 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 9.38 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 7.16 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 6.61 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 5.94 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 5.14 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 4.22 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 3.17 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 34 | N.A. | 1.99 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 35 | N.A. | 0.69 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + No correct slide plane found. + in zone 1B + + + Information on the zone plane : Fmin = 1.660 + : Zone = 2A + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 77.68 [m] + Y co-ordinate center point : 20.20 [m] + Radius of critical circle : 11.10 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 691.56 [kNm/m] + Driving moment free water : 0.00 [kNm/m] + Driving moment external loads : 176.22 [kNm/m] + Iterated resisting moment : 1148.07 [kNm/m] + Non-iterated resisting moment : 1092.57 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 70.55 | 11.70 | 11.82 | 0.30 | -40.00 | -2.04 | 0.40 | 1.28 | + 2 | 70.86 | 11.45 | 11.81 | 0.30 | -37.97 | -2.04 | 0.39 | 1.28 | + 3 | 71.16 | 11.22 | 11.80 | 0.30 | -36.00 | -2.04 | 0.38 | 1.28 | + 4 | 71.46 | 11.01 | 11.79 | 0.30 | -34.08 | -2.04 | 0.37 | 1.28 | + 5 | 71.77 | 10.81 | 11.78 | 0.30 | -32.21 | -2.04 | 0.36 | 1.28 | + 6 | 72.07 | 10.62 | 11.77 | 0.30 | -30.37 | -2.04 | 0.35 | 1.28 | + 7 | 72.38 | 10.45 | 11.75 | 0.30 | -28.56 | -2.04 | 0.35 | 1.28 | + 8 | 72.53 | 10.37 | 11.75 | 0.00 | -27.67 | -18.69 | 0.00 | 1.28 | + 9 | 72.68 | 10.29 | 11.70 | 0.30 | -26.79 | -18.69 | 0.34 | 1.28 | + 10 | 72.98 | 10.14 | 11.59 | 0.30 | -25.05 | -18.69 | 0.33 | 1.28 | + 11 | 73.29 | 10.01 | 11.49 | 0.30 | -23.33 | -18.69 | 0.33 | 1.28 | + 12 | 73.59 | 9.88 | 11.39 | 0.30 | -21.64 | -18.69 | 0.33 | 1.28 | + 13 | 73.89 | 9.77 | 11.29 | 0.30 | -19.96 | -18.69 | 0.32 | 1.28 | + 14 | 74.20 | 9.66 | 11.18 | 0.30 | -18.31 | -18.69 | 0.32 | 1.28 | + 15 | 74.50 | 9.57 | 11.08 | 0.30 | -16.67 | -18.69 | 0.32 | 1.28 | + 16 | 74.80 | 9.48 | 10.98 | 0.30 | -15.04 | -18.69 | 0.31 | 1.28 | + 17 | 75.11 | 9.40 | 10.88 | 0.30 | -13.42 | -18.69 | 0.31 | 1.28 | + 18 | 75.41 | 9.34 | 10.77 | 0.30 | -11.82 | -18.69 | 0.31 | 1.28 | + 19 | 75.71 | 9.28 | 10.67 | 0.30 | -10.23 | -18.69 | 0.31 | 1.28 | + 20 | 76.01 | 9.23 | 10.57 | 0.30 | -8.64 | -18.69 | 0.31 | 1.28 | + 21 | 76.32 | 9.19 | 10.47 | 0.30 | -7.06 | -18.69 | 0.31 | 1.28 | + 22 | 76.62 | 9.15 | 10.36 | 0.30 | -5.49 | -18.69 | 0.30 | 1.28 | + 23 | 76.92 | 9.13 | 10.26 | 0.30 | -3.92 | -18.69 | 0.30 | 1.28 | + 24 | 77.23 | 9.11 | 10.16 | 0.30 | -2.35 | -18.69 | 0.30 | 1.28 | + 25 | 77.53 | 9.10 | 10.06 | 0.30 | -0.78 | -18.69 | 0.30 | 1.28 | + 26 | 77.83 | 9.10 | 9.96 | 0.30 | 0.77 | -18.69 | 0.30 | 1.28 | + 27 | 78.13 | 9.11 | 9.85 | 0.30 | 2.31 | -18.69 | 0.30 | 1.28 | + 28 | 78.43 | 9.13 | 9.75 | 0.30 | 3.86 | -18.69 | 0.30 | 1.28 | + 29 | 78.73 | 9.15 | 9.65 | 0.30 | 5.40 | -18.69 | 0.30 | 1.28 | + 30 | 79.02 | 9.18 | 9.55 | 0.30 | 6.95 | -18.69 | 0.30 | 1.28 | + 31 | 79.32 | 9.22 | 9.45 | 0.30 | 8.51 | -18.69 | 0.30 | 1.28 | + 32 | 79.62 | 9.27 | 9.35 | 0.30 | 10.07 | -18.69 | 0.30 | 1.28 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.69 | 15.56 | 15.56 | + 2 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 2.01 | 19.92 | 19.92 | + 3 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 3.24 | 23.96 | 23.96 | + 4 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 4.39 | 27.71 | 27.71 | + 5 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.44 | 31.19 | 31.19 | + 6 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.42 | 34.41 | 34.41 | + 7 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.33 | 37.39 | 37.39 | + 8 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.03 | 38.83 | 38.83 | + 9 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.88 | 25.99 | 25.99 | + 10 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.13 | 26.82 | 26.82 | + 11 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.32 | 27.44 | 27.44 | + 12 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.44 | 27.87 | 27.87 | + 13 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.52 | 28.10 | 28.10 | + 14 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.53 | 28.15 | 28.15 | + 15 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.49 | 28.02 | 28.02 | + 16 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.40 | 27.71 | 27.71 | + 17 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.25 | 27.24 | 27.24 | + 18 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.06 | 26.60 | 26.60 | + 19 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.82 | 25.79 | 25.79 | + 20 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.52 | 24.83 | 24.83 | + 21 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.18 | 23.70 | 23.70 | + 22 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.79 | 22.42 | 22.42 | + 23 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.36 | 20.99 | 20.99 | + 24 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.88 | 19.40 | 19.40 | + 25 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.35 | 17.65 | 17.65 | + 26 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 4.71 | 15.77 | 15.77 | + 27 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 4.10 | 13.76 | 13.76 | + 28 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 3.46 | 11.59 | 11.59 | + 29 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 2.77 | 9.28 | 9.28 | + 30 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 2.03 | 6.81 | 6.81 | + 31 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 1.25 | 4.19 | 4.19 | + 32 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.42 | 1.42 | 1.42 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 6.72 | N.A. | N.A. | 13.30 | 12.17 | + 2 | 0.00 | 0.00 | 0.00 | 8.41 | N.A. | N.A. | 13.30 | 15.96 | + 3 | 0.00 | 0.00 | 0.00 | 10.03 | N.A. | N.A. | 13.30 | 19.57 | + 4 | 0.00 | 0.00 | 0.00 | 11.56 | N.A. | N.A. | 13.30 | 23.00 | + 5 | 0.00 | 0.00 | 0.00 | 13.01 | N.A. | N.A. | 13.30 | 26.25 | + 6 | 0.00 | 0.00 | 0.00 | 14.39 | N.A. | N.A. | 13.30 | 29.33 | + 7 | 0.00 | 0.00 | 0.00 | 15.69 | N.A. | N.A. | 13.30 | 32.25 | + 8 | 0.00 | 0.00 | 0.00 | 16.33 | N.A. | N.A. | 13.30 | 33.67 | + 9 | 0.00 | 0.00 | 0.00 | 11.35 | N.A. | N.A. | 0.00 | 22.54 | + 10 | 0.00 | 0.00 | 0.00 | 11.78 | N.A. | N.A. | 0.00 | 23.50 | + 11 | 0.00 | 0.00 | 0.00 | 12.14 | N.A. | N.A. | 0.00 | 24.29 | + 12 | 0.00 | 0.00 | 0.00 | 12.41 | N.A. | N.A. | 0.00 | 24.90 | + 13 | 0.00 | 0.00 | 0.00 | 12.61 | N.A. | N.A. | 0.00 | 25.34 | + 14 | 0.00 | 0.00 | 0.00 | 12.73 | N.A. | N.A. | 0.00 | 25.61 | + 15 | 0.00 | 0.00 | 0.00 | 12.77 | N.A. | N.A. | 0.00 | 25.72 | + 16 | 0.00 | 0.00 | 0.00 | 12.74 | N.A. | N.A. | 0.00 | 25.65 | + 17 | 0.00 | 0.00 | 0.00 | 12.64 | N.A. | N.A. | 0.00 | 25.42 | + 18 | 0.00 | 0.00 | 0.00 | 12.46 | N.A. | N.A. | 0.00 | 25.03 | + 19 | 0.00 | 0.00 | 0.00 | 12.21 | N.A. | N.A. | 0.00 | 24.47 | + 20 | 0.00 | 0.00 | 0.00 | 11.89 | N.A. | N.A. | 0.00 | 23.74 | + 21 | 0.00 | 0.00 | 0.00 | 11.49 | N.A. | N.A. | 0.00 | 22.85 | + 22 | 0.00 | 0.00 | 0.00 | 11.02 | N.A. | N.A. | 0.00 | 21.79 | + 23 | 0.00 | 0.00 | 0.00 | 10.47 | N.A. | N.A. | 0.00 | 20.56 | + 24 | 0.00 | 0.00 | 0.00 | 9.84 | N.A. | N.A. | 0.00 | 19.15 | + 25 | 0.00 | 0.00 | 0.00 | 9.14 | N.A. | N.A. | 0.00 | 17.58 | + 26 | 0.00 | 0.00 | 0.00 | 8.36 | N.A. | N.A. | 0.00 | 15.84 | + 27 | 0.00 | 0.00 | 0.00 | 7.51 | N.A. | N.A. | 0.00 | 13.94 | + 28 | 0.00 | 0.00 | 0.00 | 6.58 | N.A. | N.A. | 0.00 | 11.86 | + 29 | 0.00 | 0.00 | 0.00 | 5.57 | N.A. | N.A. | 0.00 | 9.59 | + 30 | 0.00 | 0.00 | 0.00 | 4.47 | N.A. | N.A. | 0.00 | 7.14 | + 31 | 0.00 | 0.00 | 0.00 | 3.29 | N.A. | N.A. | 0.00 | 4.49 | + 32 | 0.00 | 0.00 | 0.00 | 2.01 | N.A. | N.A. | 0.00 | 1.64 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 15.56 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 19.92 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 23.96 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 27.71 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 31.19 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 34.41 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 37.39 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 38.83 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 25.99 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 26.82 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 27.44 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 27.87 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 28.10 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 28.15 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 28.02 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 27.71 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 27.24 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 26.60 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 25.79 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 24.83 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 23.70 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 22.42 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 20.99 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 19.40 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 17.65 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 15.77 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 13.76 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 11.59 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 9.28 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 6.81 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 4.19 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 1.42 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + No correct slide plane found. + in zone 2B + + + No correct slide plane found. + in zone 3A + + + No correct slide plane found. + in zone 3B + + + + END OF D-Geo Stability OUTPUT + ============================= Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series005/Dik(dike)_Loc(Grave_323)_Mdl(Bishop)_1996-01-01T00_00_00.sto =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series005/Dik(dike)_Loc(Grave_323)_Mdl(Bishop)_1996-01-01T00_00_00.sto (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series005/Dik(dike)_Loc(Grave_323)_Mdl(Bishop)_1996-01-01T00_00_00.sto (revision 2226) @@ -0,0 +1,7423 @@ +Program : D-Geo Stability +Version : 18.1.1.3 +Company : Stichting Deltares +Date : 27-03-2019 +Time : 13:46:31 + +Output file : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series005\Dik(dike)_Loc(Grave_323)_Mdl(Bishop)_1996-01-01T00_00_00.sto +Input file : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series005\Dik(dike)_Loc(Grave_323)_Mdl(Bishop)_1996-01-01T00_00_00.sti +========================== BEGINNING OF DATA ========================== + + + ECHO OF THE INPUT + ================= + + + Problem identification : + : + + Calculation model : Bishop + Default shear strength : C phi + Zone type : New + + LAYER BOUNDARIES + ================ + + Boundary no.| Co-ordinates [m] + ------------|---------------------------------------------------- + | + 6 - X - | 0.00 31.67 33.61 36.07 37.39 37.72 + 6 - Y - | 4.89 4.46 4.59 5.35 5.55 5.60 + | + 6 - X - | 39.54 47.84 47.92 53.63 60.97 65.78 + 6 - Y - | 6.03 7.00 7.01 7.50 10.00 11.64 + | + 6 - X - | 69.34 70.72 72.49 72.53 73.22 75.03 + 6 - Y - | 11.86 11.79 11.71 11.71 11.78 11.46 + | + 6 - X - | 78.93 83.10 94.09 97.35 97.72 99.34 + 6 - Y - | 10.00 8.44 8.22 7.16 7.00 6.08 + | + 6 - X - | 100.70 102.15 108.57 119.97 127.80 + 6 - Y - | 6.00 6.86 6.96 6.95 6.98 + | + 5 - X - | 0.00 31.67 33.61 36.07 37.39 37.72 + 5 - Y - | 4.89 4.46 4.59 5.35 5.55 5.60 + | + 5 - X - | 39.54 47.84 47.92 53.63 60.97 78.93 + 5 - Y - | 6.03 7.00 7.01 7.50 10.00 10.00 + | + 5 - X - | 83.10 94.09 97.35 97.72 99.34 100.70 + 5 - Y - | 8.44 8.22 7.16 7.00 6.08 6.00 + | + 5 - X - | 102.15 108.57 119.97 127.80 + 5 - Y - | 6.86 6.96 6.95 6.98 + | + 4 - X - | 0.00 31.67 33.61 36.07 37.39 37.72 + 4 - Y - | 4.89 4.46 4.59 5.35 5.55 5.60 + | + 4 - X - | 39.54 47.84 97.72 99.34 100.70 102.15 + 4 - Y - | 6.03 7.00 7.00 6.08 6.00 6.86 + | + 4 - X - | 108.57 119.97 127.80 + 4 - Y - | 6.96 6.95 6.98 + | + 3 - X - | 0.00 31.67 33.61 40.24 63.69 75.81 + 3 - Y - | 4.89 4.46 4.59 3.76 4.20 4.20 + | + 3 - X - | 99.34 100.70 102.15 108.57 119.97 127.80 + 3 - Y - | 6.08 6.00 6.86 6.96 6.95 6.98 + | + 2 - X - | 0.00 31.67 33.61 40.24 63.69 75.81 + 2 - Y - | 4.89 4.46 4.59 3.76 4.20 4.20 + | + 2 - X - | 99.34 100.70 127.80 + 2 - Y - | 6.08 6.00 6.00 + | + 1 - X - | 0.00 31.67 33.61 40.24 63.69 75.81 + 1 - Y - | 4.89 4.46 4.59 3.76 4.20 4.20 + | + 1 - X - | 88.22 97.35 127.80 + 1 - Y - | 3.50 3.50 3.00 + | + 0 - X - | 0.00 127.80 + 0 - Y - | -5.00 -5.00 + + + + PL-LINES + ======== + + Pl-line no. | Co-ordinates [m] + ------------|---------------------------------------------------- + | + 1 - X - | 0.00 47.84 65.78 73.22 83.10 97.35 + 1 - Y - | 7.00 7.00 6.64 5.50 8.44 7.16 + | + 1 - X - | 97.97 102.15 127.80 + 1 - Y - | 6.86 6.86 6.86 + | + 2 - X - | 0.00 127.80 + 2 - Y - | -5.00 -5.00 + | + 3 - X - | 0.00 1.00 33.61 35.00 84.00 127.80 + 3 - Y - | 6.14 6.14 6.14 6.24 6.20 6.20 + | + 4 - X - | 0.00 127.80 + 4 - Y - | -5.00 -5.00 + + + + + Unit weight of water used for calculation: 9.81 [kN/m3] + The groundwater level is determined by Pl-line number 1 + + + + REFERENCE LEVEL SU + ================== + + + | Co-ordinates [m] +--------- |----------------------------------------------------------- + | + - X - | 0.00 127.80 + - Y - | -5.00 -5.00 + + + Unit weight, dry 16.00 [kN/m3] + Unit weight, wet 18.00 [kN/m3] + + + + FORBIDDEN LINES + =============== + + No forbidden lines were input. + + + + SOIL PROPERTIES + =============== + + Layer no.| Material name + ---------|----------------------------- + 6 | Huidige klei + 5 | Zand tussen (1) + 4 | Huidige klei + 3 | Huidige klei + 2 | Zand tussen (1) + 1 | wl_Zand diep + + Layer | Gam usat| Gam sat | Pl-line | Pl-line | + number | [kN/m3] | [kN/m3] | top | bottom | + ---------|---------|---------|---------|---------| + 6 | 18.50 | 19.20 | 1 | 99 | + 5 | 18.00 | 20.00 | 1 | 1 | + 4 | 18.50 | 19.20 | 1 | 1 | + 3 | 18.50 | 19.20 | 1 | 1 | + 2 | 18.00 | 20.00 | 99 | 99 | + 1 | 19.00 | 21.00 | 3 | - | + + Layer | Cohesion| Phi |Dilatancy| S | POP | m | + number | [kN/m2] |[degrees]|[degrees]| [ - ] | [kN/m2] | [ - ] | + ---------|---------|---------|---------|---------|---------|---------| + 6 | 1.28 | 24.08 | 24.08 | - | - | - | + 5 | 1.21 | 26.69 | 26.69 | - | - | - | + 4 | 1.28 | 24.08 | 24.08 | - | - | - | + 3 | 1.28 | 24.08 | 24.08 | - | - | - | + 2 | 1.21 | 26.69 | 26.69 | - | - | - | + 1 | 0.00 | 30.26 | 30.26 | - | - | - | + + Layer | Su top | Su bot. | Su grad.| POP top | POP bot.|Gamma LEM| + number | [kN/m2] | [kN/m2] |[kN/m2/m]| [kN/m2] | [kN/m2] | [-] | + ---------|---------|---------|---------|---------|---------|---------| + 6 | - | - | - | - | - | - | + 5 | - | - | - | - | - | - | + 4 | - | - | - | - | - | - | + 3 | - | - | - | - | - | - | + 2 | - | - | - | - | - | - | + 1 | - | - | - | - | - | - | + + + + No degree of consolidation <> 100% input. + + + + CENTER POINT GRID AND TANGENT LINES + =================================== + + X co-ordinate grid left : 69.50 [m] + X co-ordinate grid right : 94.50 [m] + Number of grid points in X - direction : 10 + + Y co-ordinate grid bottom : 11.85 [m] + Y co-ordinate grid top : 36.85 [m] + Number of grid points in Y - direction : 10 + + Y co-ordinate tangent smallest circle : 6.00 [m] + Y co-ordinate tangent biggest circle : 0.15 [m] + Number of circles per grid point : 13 + + No fixed points input. + + Total number of center points in the grid: 100 + Total number of slip circles in the grid : 1300 + + + + MEASURED YIELD STRESS + ===================== + + No measured yield stress input. + + + LINE LOADS + ========== + + No line loads were input. + + + + UNIFORM LOAD + ============ + + Uniform |Magnitude| X start | X end | Distrib.| Load | + load number | [kN/m] | [m] | [m] | degrees | Type | + ------------|---------|---------|---------|---------|-----------| + 1 | 13.30 | 70.72 | 73.22 | 0.00 | Temporary | + + + + TREE ON SLOPE + ============= + + No tree on slope was input. + + + + DEGREE OF CONSOLIDATION : TEMPORARY LOADS + ========================================= + + Layer number| Degree of consolidation + -------------|------------------------- + 6 | 100 + 5 | 100 + 4 | 100 + 3 | 100 + 2 | 100 + 1 | 100 + + + + EARTHQUAKE + ========== + + No earth quake factors were input. + + + + ZONE + ==== + + Diketable height [m] = 11.64 + X co-ordinate start of zone [m] = 65.78 + Boundary of design level influence at X [m] = 127.79 + Boundary of design level influence at Y [m] = 11.85 + Required safety in zone 1a = 1.00 + Required safety in zone 1b = 1.00 + Required safety in zone 2a = 1.00 + Required safety in zone 2b = 1.00 + Left side of minimal road [m] = 0.01 + Right side of minimal road [m] = 0.01 + Required safety in zone 3a = 0.90 + Required safety in zone 3b = 0.90 + Stability calculation side = right + Remolding reduction factor = 0.50 + Schematization reduction factor = 0.80 + Overtopping condition <= 0.1 l/m/s + + + +**************** The input has been tested, and is correct. **************** +****************************************************************************** + + + RESULTS OF THE SLOPE STABILITY ANALYSIS + ======================================= + + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 69.50 | 11.85 | 11.70 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 11.22 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 10.73 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 10.24 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 9.75 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 9.27 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 8.78 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 8.29 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 7.80 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 7.32 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 6.83 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 6.34 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 5.85 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 14.63 | 14.48 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 13.99 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 13.51 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 13.02 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 12.53 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 12.04 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 11.56 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 11.07 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 10.58 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 10.09 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 9.61 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 9.12 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 8.63 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 17.26 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 16.77 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 16.28 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 15.80 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 15.31 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 14.82 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 14.33 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 13.85 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 13.36 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 12.87 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 12.38 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 11.90 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 11.41 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 20.04 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 19.55 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 19.06 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 18.57 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 18.09 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 17.60 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 17.11 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 16.62 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 16.14 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 15.65 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 15.16 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 14.67 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 14.19 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 22.82 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 22.33 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 21.84 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 21.35 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 20.86 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 20.38 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 19.89 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 19.40 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 18.91 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 18.43 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 17.94 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 17.45 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 16.96 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 25.59 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 25.11 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 24.62 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 24.13 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 23.64 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 23.15 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 22.67 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 22.18 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 21.69 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 21.20 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 20.72 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 20.23 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 19.74 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 28.37 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 27.88 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 27.40 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 26.91 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 26.42 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 25.93 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 25.44 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 24.96 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 24.47 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 23.98 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 23.49 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 23.01 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 22.52 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 31.15 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 30.66 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 30.17 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 29.69 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 29.20 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 28.71 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 28.22 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 27.73 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 27.25 | - | + ---------|---------|---------|---------| + 69.50 | 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---------|---------|---------|---------| + 88.94 | 14.63 | 9.12 | 10.60 | + ---------|---------|---------|---------| + 88.94 | 14.63 | 8.63 | 14.65 | + ---------|---------|---------|---------| + 88.94 | 17.41 | 17.26 | 4.03 | + ---------|---------|---------|---------| + 88.94 | 17.41 | 16.77 | 4.04 | + ---------|---------|---------|---------| + 88.94 | 17.41 | 16.28 | 4.05 | + ---------|---------|---------|---------| + 88.94 | 17.41 | 15.80 | 4.10 | + ---------|---------|---------|---------| + 88.94 | 17.41 | 15.31 | 4.18 | + ---------|---------|---------|---------| + 88.94 | 17.41 | 14.82 | 4.30 | + ---------|---------|---------|---------| + 88.94 | 17.41 | 14.33 | 4.41 | + ---------|---------|---------|---------| + 88.94 | 17.41 | 13.85 | 4.35 | + ---------|---------|---------|---------| + 88.94 | 17.41 | 13.36 | 4.51 | + ---------|---------|---------|---------| + 88.94 | 17.41 | 12.87 | 4.76 | + ---------|---------|---------|---------| + 88.94 | 17.41 | 12.38 | 5.18 | + ---------|---------|---------|---------| + 88.94 | 17.41 | 11.90 | 6.12 | + ---------|---------|---------|---------| + 88.94 | 17.41 | 11.41 | 8.56 | + ---------|---------|---------|---------| + 88.94 | 20.19 | 20.04 | 3.66 | + ---------|---------|---------|---------| + 88.94 | 20.19 | 19.55 | 3.60 | + ---------|---------|---------|---------| + 88.94 | 20.19 | 19.06 | 3.56 | + ---------|---------|---------|---------| + 88.94 | 20.19 | 18.57 | 3.53 | + ---------|---------|---------|---------| + 88.94 | 20.19 | 18.09 | 3.56 | + ---------|---------|---------|---------| + 88.94 | 20.19 | 17.60 | 3.61 | + ---------|---------|---------|---------| + 88.94 | 20.19 | 17.11 | 3.62 | + ---------|---------|---------|---------| + 88.94 | 20.19 | 16.62 | 3.50 | + ---------|---------|---------|---------| + 88.94 | 20.19 | 16.14 | 3.55 | + ---------|---------|---------|---------| + 88.94 | 20.19 | 15.65 | 3.66 | + ---------|---------|---------|---------| + 88.94 | 20.19 | 15.16 | 3.84 | + ---------|---------|---------|---------| + 88.94 | 20.19 | 14.67 | 4.29 | + ---------|---------|---------|---------| + 88.94 | 20.19 | 14.19 | 5.51 | + ---------|---------|---------|---------| + 88.94 | 22.96 | 22.82 | 3.59 | + ---------|---------|---------|---------| + 88.94 | 22.96 | 22.33 | 3.48 | + ---------|---------|---------|---------| + 88.94 | 22.96 | 21.84 | 3.38 | + ---------|---------|---------|---------| + 88.94 | 22.96 | 21.35 | 3.28 | + ---------|---------|---------|---------| + 88.94 | 22.96 | 20.86 | 3.22 | + ---------|---------|---------|---------| + 88.94 | 22.96 | 20.38 | 3.19 | + ---------|---------|---------|---------| + 88.94 | 22.96 | 19.89 | 3.18 | + ---------|---------|---------|---------| + 88.94 | 22.96 | 19.40 | 3.06 | + ---------|---------|---------|---------| + 88.94 | 22.96 | 18.91 | 3.04 | + ---------|---------|---------|---------| + 88.94 | 22.96 | 18.43 | 3.06 | + ---------|---------|---------|---------| + 88.94 | 22.96 | 17.94 | 3.14 | + ---------|---------|---------|---------| + 88.94 | 22.96 | 17.45 | 3.38 | + ---------|---------|---------|---------| + 88.94 | 22.96 | 16.96 | 4.08 | + ---------|---------|---------|---------| + 88.94 | 25.74 | 25.59 | 3.59 | + ---------|---------|---------|---------| + 88.94 | 25.74 | 25.11 | 3.47 | + ---------|---------|---------|---------| + 88.94 | 25.74 | 24.62 | 3.36 | + ---------|---------|---------|---------| + 88.94 | 25.74 | 24.13 | 3.26 | + ---------|---------|---------|---------| + 88.94 | 25.74 | 23.64 | 3.14 | + ---------|---------|---------|---------| + 88.94 | 25.74 | 23.15 | 3.02 | + ---------|---------|---------|---------| + 88.94 | 25.74 | 22.67 | 2.93 | + ---------|---------|---------|---------| + 88.94 | 25.74 | 22.18 | 2.76 | + ---------|---------|---------|---------| + 88.94 | 25.74 | 21.69 | 2.72 | + ---------|---------|---------|---------| + 88.94 | 25.74 | 21.20 | 2.73 | + ---------|---------|---------|---------| + 88.94 | 25.74 | 20.72 | 2.75 | + ---------|---------|---------|---------| + 88.94 | 25.74 | 20.23 | 2.86 | + ---------|---------|---------|---------| + 88.94 | 25.74 | 19.74 | 3.30 | + ---------|---------|---------|---------| + 88.94 | 28.52 | 28.37 | 3.63 | + ---------|---------|---------|---------| + 88.94 | 28.52 | 27.88 | 3.51 | + ---------|---------|---------|---------| + 88.94 | 28.52 | 27.40 | 3.39 | + ---------|---------|---------|---------| + 88.94 | 28.52 | 26.91 | 3.27 | + ---------|---------|---------|---------| + 88.94 | 28.52 | 26.42 | 3.16 | + ---------|---------|---------|---------| + 88.94 | 28.52 | 25.93 | 3.03 | + ---------|---------|---------|---------| + 88.94 | 28.52 | 25.44 | 2.88 | + ---------|---------|---------|---------| + 88.94 | 28.52 | 24.96 | 2.64 | + ---------|---------|---------|---------| + 88.94 | 28.52 | 24.47 | 2.55 | + ---------|---------|---------|---------| + 88.94 | 28.52 | 23.98 | 2.50 | + ---------|---------|---------|---------| + 88.94 | 28.52 | 23.49 | 2.49 | + ---------|---------|---------|---------| + 88.94 | 28.52 | 23.01 | 2.58 | + ---------|---------|---------|---------| + 88.94 | 28.52 | 22.52 | 2.85 | + ---------|---------|---------|---------| + 88.94 | 31.30 | 31.15 | 3.71 | + ---------|---------|---------|---------| + 88.94 | 31.30 | 30.66 | 3.58 | + ---------|---------|---------|---------| + 88.94 | 31.30 | 30.17 | 3.45 | + ---------|---------|---------|---------| + 88.94 | 31.30 | 29.69 | 3.32 | + ---------|---------|---------|---------| + 88.94 | 31.30 | 29.20 | 3.20 | + ---------|---------|---------|---------| + 88.94 | 31.30 | 28.71 | 3.07 | + ---------|---------|---------|---------| + 88.94 | 31.30 | 28.22 | 2.91 | + ---------|---------|---------|---------| + 88.94 | 31.30 | 27.73 | 2.63 | + ---------|---------|---------|---------| + 88.94 | 31.30 | 27.25 | 2.51 | + ---------|---------|---------|---------| + 88.94 | 31.30 | 26.76 | 2.40 | + ---------|---------|---------|---------| + 88.94 | 31.30 | 26.27 | 2.35 | + ---------|---------|---------|---------| + 88.94 | 31.30 | 25.78 | 2.37 | + ---------|---------|---------|---------| + 88.94 | 31.30 | 25.30 | 2.58 | + ---------|---------|---------|---------| + 88.94 | 34.07 | 33.93 | 3.82 | + ---------|---------|---------|---------| + 88.94 | 34.07 | 33.44 | 3.67 | + ---------|---------|---------|---------| + 88.94 | 34.07 | 32.95 | 3.53 | + ---------|---------|---------|---------| + 88.94 | 34.07 | 32.46 | 3.40 | + ---------|---------|---------|---------| + 88.94 | 34.07 | 31.98 | 3.26 | + ---------|---------|---------|---------| + 88.94 | 34.07 | 31.49 | 3.12 | + ---------|---------|---------|---------| + 88.94 | 34.07 | 31.00 | 2.96 | + ---------|---------|---------|---------| + 88.94 | 34.07 | 30.51 | 2.67 | + ---------|---------|---------|---------| + 88.94 | 34.07 | 30.02 | 2.51 | + ---------|---------|---------|---------| + 88.94 | 34.07 | 29.54 | 2.40 | + ---------|---------|---------|---------| + 88.94 | 34.07 | 29.05 | 2.31 | + ---------|---------|---------|---------| + 88.94 | 34.07 | 28.56 | 2.26 | + ---------|---------|---------|---------| + 88.94 | 34.07 | 28.07 | 2.40 | + ---------|---------|---------|---------| + 88.94 | 36.85 | 36.70 | 3.95 | + ---------|---------|---------|---------| + 88.94 | 36.85 | 36.22 | 3.79 | + ---------|---------|---------|---------| + 88.94 | 36.85 | 35.73 | 3.64 | + ---------|---------|---------|---------| + 88.94 | 36.85 | 35.24 | 3.49 | + ---------|---------|---------|---------| + 88.94 | 36.85 | 34.75 | 3.34 | + ---------|---------|---------|---------| + 88.94 | 36.85 | 34.27 | 3.19 | + ---------|---------|---------|---------| + 88.94 | 36.85 | 33.78 | 3.02 | + ---------|---------|---------|---------| + 88.94 | 36.85 | 33.29 | 2.73 | + ---------|---------|---------|---------| + 88.94 | 36.85 | 32.80 | 2.54 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=67.81 till 100.17 taken. + ---------|---------|---------|---------| + 88.94 | 36.85 | 32.31 | 2.42 | + ---------|---------|---------|---------| + 88.94 | 36.85 | 31.83 | 2.32 | + ---------|---------|---------|---------| + 88.94 | 36.85 | 31.34 | 2.25 | + ---------|---------|---------|---------| + 88.94 | 36.85 | 30.85 | 2.32 | + ---------|---------|---------|---------| + 91.72 | 11.85 | 11.70 | 6.40 | + ---------|---------|---------|---------| + 91.72 | 11.85 | 11.22 | 6.27 | + ---------|---------|---------|---------| + 91.72 | 11.85 | 10.73 | 6.26 | + ---------|---------|---------|---------| + 91.72 | 11.85 | 10.24 | 6.33 | + ---------|---------|---------|---------| + 91.72 | 11.85 | 9.75 | 6.41 | + ---------|---------|---------|---------| + 91.72 | 11.85 | 9.27 | 6.47 | + ---------|---------|---------|---------| + 91.72 | 11.85 | 8.78 | 6.47 | + ---------|---------|---------|---------| + 91.72 | 11.85 | 8.29 | 6.22 | + ---------|---------|---------|---------| + 91.72 | 11.85 | 7.80 | 6.35 | + ---------|---------|---------|---------| + 91.72 | 11.85 | 7.32 | 6.47 | + ---------|---------|---------|---------| + 91.72 | 11.85 | 6.83 | 6.64 | + ---------|---------|---------|---------| + 91.72 | 11.85 | 6.34 | 6.86 | + ---------|---------|---------|---------| + 91.72 | 11.85 | 5.85 | 8.27 | + ---------|---------|---------|---------| + 91.72 | 14.63 | 14.48 | 5.42 | + ---------|---------|---------|---------| + 91.72 | 14.63 | 13.99 | 5.35 | + ---------|---------|---------|---------| + 91.72 | 14.63 | 13.51 | 5.27 | + ---------|---------|---------|---------| + 91.72 | 14.63 | 13.02 | 5.18 | + ---------|---------|---------|---------| + 91.72 | 14.63 | 12.53 | 5.13 | + ---------|---------|---------|---------| + 91.72 | 14.63 | 12.04 | 5.19 | + ---------|---------|---------|---------| + 91.72 | 14.63 | 11.56 | 5.21 | + ---------|---------|---------|---------| + 91.72 | 14.63 | 11.07 | 5.03 | + ---------|---------|---------|---------| + 91.72 | 14.63 | 10.58 | 5.04 | + ---------|---------|---------|---------| + 91.72 | 14.63 | 10.09 | 5.08 | + ---------|---------|---------|---------| + 91.72 | 14.63 | 9.61 | 5.19 | + ---------|---------|---------|---------| + 91.72 | 14.63 | 9.12 | 5.25 | + ---------|---------|---------|---------| + 91.72 | 14.63 | 8.63 | 6.16 | + ---------|---------|---------|---------| + 91.72 | 17.41 | 17.26 | 4.73 | + ---------|---------|---------|---------| + 91.72 | 17.41 | 16.77 | 4.68 | + ---------|---------|---------|---------| + 91.72 | 17.41 | 16.28 | 4.64 | + ---------|---------|---------|---------| + 91.72 | 17.41 | 15.80 | 4.58 | + ---------|---------|---------|---------| + 91.72 | 17.41 | 15.31 | 4.52 | + ---------|---------|---------|---------| + 91.72 | 17.41 | 14.82 | 4.43 | + ---------|---------|---------|---------| + 91.72 | 17.41 | 14.33 | 4.38 | + ---------|---------|---------|---------| + 91.72 | 17.41 | 13.85 | 4.23 | + ---------|---------|---------|---------| + 91.72 | 17.41 | 13.36 | 4.33 | + ---------|---------|---------|---------| + 91.72 | 17.41 | 12.87 | 4.45 | + ---------|---------|---------|---------| + 91.72 | 17.41 | 12.38 | 4.56 | + ---------|---------|---------|---------| + 91.72 | 17.41 | 11.90 | 4.61 | + ---------|---------|---------|---------| + 91.72 | 17.41 | 11.41 | 5.36 | + ---------|---------|---------|---------| + 91.72 | 20.19 | 20.04 | 4.26 | + ---------|---------|---------|---------| + 91.72 | 20.19 | 19.55 | 4.20 | + ---------|---------|---------|---------| + 91.72 | 20.19 | 19.06 | 4.16 | + ---------|---------|---------|---------| + 91.72 | 20.19 | 18.57 | 4.12 | + ---------|---------|---------|---------| + 91.72 | 20.19 | 18.09 | 4.07 | + ---------|---------|---------|---------| + 91.72 | 20.19 | 17.60 | 4.01 | + ---------|---------|---------|---------| + 91.72 | 20.19 | 17.11 | 3.91 | + ---------|---------|---------|---------| + 91.72 | 20.19 | 16.62 | 3.67 | + ---------|---------|---------|---------| + 91.72 | 20.19 | 16.14 | 3.74 | + ---------|---------|---------|---------| + 91.72 | 20.19 | 15.65 | 3.88 | + ---------|---------|---------|---------| + 91.72 | 20.19 | 15.16 | 4.09 | + ---------|---------|---------|---------| + 91.72 | 20.19 | 14.67 | 4.28 | + ---------|---------|---------|---------| + 91.72 | 20.19 | 14.19 | 4.95 | + ---------|---------|---------|---------| + 91.72 | 22.96 | 22.82 | 3.90 | + ---------|---------|---------|---------| + 91.72 | 22.96 | 22.33 | 3.86 | + ---------|---------|---------|---------| + 91.72 | 22.96 | 21.84 | 3.83 | + ---------|---------|---------|---------| + 91.72 | 22.96 | 21.35 | 3.79 | + ---------|---------|---------|---------| + 91.72 | 22.96 | 20.86 | 3.73 | + ---------|---------|---------|---------| + 91.72 | 22.96 | 20.38 | 3.67 | + ---------|---------|---------|---------| + 91.72 | 22.96 | 19.89 | 3.58 | + ---------|---------|---------|---------| + 91.72 | 22.96 | 19.40 | 3.33 | + ---------|---------|---------|---------| + 91.72 | 22.96 | 18.91 | 3.30 | + ---------|---------|---------|---------| + 91.72 | 22.96 | 18.43 | 3.40 | + ---------|---------|---------|---------| + 91.72 | 22.96 | 17.94 | 3.60 | + ---------|---------|---------|---------| + 91.72 | 22.96 | 17.45 | 3.88 | + ---------|---------|---------|---------| + 91.72 | 22.96 | 16.96 | 4.70 | + ---------|---------|---------|---------| + 91.72 | 25.74 | 25.59 | 3.74 | + ---------|---------|---------|---------| + 91.72 | 25.74 | 25.11 | 3.64 | + ---------|---------|---------|---------| + 91.72 | 25.74 | 24.62 | 3.58 | + ---------|---------|---------|---------| + 91.72 | 25.74 | 24.13 | 3.52 | + ---------|---------|---------|---------| + 91.72 | 25.74 | 23.64 | 3.47 | + ---------|---------|---------|---------| + 91.72 | 25.74 | 23.15 | 3.44 | + ---------|---------|---------|---------| + 91.72 | 25.74 | 22.67 | 3.32 | + ---------|---------|---------|---------| + 91.72 | 25.74 | 22.18 | 3.08 | + ---------|---------|---------|---------| + 91.72 | 25.74 | 21.69 | 3.00 | + ---------|---------|---------|---------| + 91.72 | 25.74 | 21.20 | 3.03 | + ---------|---------|---------|---------| + 91.72 | 25.74 | 20.72 | 3.19 | + ---------|---------|---------|---------| + 91.72 | 25.74 | 20.23 | 3.43 | + ---------|---------|---------|---------| + 91.72 | 25.74 | 19.74 | 4.28 | + ---------|---------|---------|---------| + 91.72 | 28.52 | 28.37 | 3.73 | + ---------|---------|---------|---------| + 91.72 | 28.52 | 27.88 | 3.62 | + ---------|---------|---------|---------| + 91.72 | 28.52 | 27.40 | 3.50 | + ---------|---------|---------|---------| + 91.72 | 28.52 | 26.91 | 3.38 | + ---------|---------|---------|---------| + 91.72 | 28.52 | 26.42 | 3.30 | + ---------|---------|---------|---------| + 91.72 | 28.52 | 25.93 | 3.22 | + ---------|---------|---------|---------| + 91.72 | 28.52 | 25.44 | 3.13 | + ---------|---------|---------|---------| + 91.72 | 28.52 | 24.96 | 2.92 | + ---------|---------|---------|---------| + 91.72 | 28.52 | 24.47 | 2.81 | + ---------|---------|---------|---------| + 91.72 | 28.52 | 23.98 | 2.75 | + ---------|---------|---------|---------| + 91.72 | 28.52 | 23.49 | 2.86 | + ---------|---------|---------|---------| + 91.72 | 28.52 | 23.01 | 3.05 | + ---------|---------|---------|---------| + 91.72 | 28.52 | 22.52 | 3.74 | + ---------|---------|---------|---------| + 91.72 | 31.30 | 31.15 | 3.75 | + ---------|---------|---------|---------| + 91.72 | 31.30 | 30.66 | 3.63 | + ---------|---------|---------|---------| + 91.72 | 31.30 | 30.17 | 3.51 | + ---------|---------|---------|---------| + 91.72 | 31.30 | 29.69 | 3.38 | + ---------|---------|---------|---------| + 91.72 | 31.30 | 29.20 | 3.25 | + ---------|---------|---------|---------| + 91.72 | 31.30 | 28.71 | 3.12 | + ---------|---------|---------|---------| + 91.72 | 31.30 | 28.22 | 3.00 | + ---------|---------|---------|---------| + 91.72 | 31.30 | 27.73 | 2.76 | + ---------|---------|---------|---------| + 91.72 | 31.30 | 27.25 | 2.67 | + ---------|---------|---------|---------| + 91.72 | 31.30 | 26.76 | 2.57 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=73.46 till 100.49 taken. + ---------|---------|---------|---------| + 91.72 | 31.30 | 26.27 | 2.61 | + ---------|---------|---------|---------| + 91.72 | 31.30 | 25.78 | 2.74 | + ---------|---------|---------|---------| + 91.72 | 31.30 | 25.30 | 3.27 | + ---------|---------|---------|---------| + 91.72 | 34.07 | 33.93 | 3.80 | + ---------|---------|---------|---------| + 91.72 | 34.07 | 33.44 | 3.67 | + ---------|---------|---------|---------| + 91.72 | 34.07 | 32.95 | 3.54 | + ---------|---------|---------|---------| + 91.72 | 34.07 | 32.46 | 3.41 | + ---------|---------|---------|---------| + 91.72 | 34.07 | 31.98 | 3.28 | + ---------|---------|---------|---------| + 91.72 | 34.07 | 31.49 | 3.14 | + ---------|---------|---------|---------| + 91.72 | 34.07 | 31.00 | 2.97 | + ---------|---------|---------|---------| + 91.72 | 34.07 | 30.51 | 2.69 | + ---------|---------|---------|---------| + 91.72 | 34.07 | 30.02 | 2.57 | + ---------|---------|---------|---------| + 91.72 | 34.07 | 29.54 | 2.47 | + ---------|---------|---------|---------| + 91.72 | 34.07 | 29.05 | 2.45 | + ---------|---------|---------|---------| + 91.72 | 34.07 | 28.56 | 2.52 | + ---------|---------|---------|---------| + 91.72 | 34.07 | 28.07 | 2.89 | + ---------|---------|---------|---------| + 91.72 | 36.85 | 36.70 | 3.87 | + ---------|---------|---------|---------| + 91.72 | 36.85 | 36.22 | 3.73 | + ---------|---------|---------|---------| + 91.72 | 36.85 | 35.73 | 3.60 | + ---------|---------|---------|---------| + 91.72 | 36.85 | 35.24 | 3.46 | + ---------|---------|---------|---------| + 91.72 | 36.85 | 34.75 | 3.32 | + ---------|---------|---------|---------| + 91.72 | 36.85 | 34.27 | 3.17 | + ---------|---------|---------|---------| + 91.72 | 36.85 | 33.78 | 3.00 | + ---------|---------|---------|---------| + 91.72 | 36.85 | 33.29 | 2.70 | + ---------|---------|---------|---------| + 91.72 | 36.85 | 32.80 | 2.53 | + ---------|---------|---------|---------| + 91.72 | 36.85 | 32.31 | 2.40 | + ---------|---------|---------|---------| + 91.72 | 36.85 | 31.83 | 2.31 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=72.19 till 99.76 taken. + ---------|---------|---------|---------| + 91.72 | 36.85 | 31.34 | 2.37 | + ---------|---------|---------|---------| + 91.72 | 36.85 | 30.85 | 2.63 | + 94.50 | 11.85 | 11.70 | 6.45 | + 94.50 | 11.85 | 11.22 | 6.04 | + 94.50 | 11.85 | 10.73 | 5.62 | + 94.50 | 11.85 | 10.24 | 5.20 | + 94.50 | 11.85 | 9.75 | 4.78 | + 94.50 | 11.85 | 9.27 | 4.34 | + 94.50 | 11.85 | 8.78 | 3.91 | + 94.50 | 11.85 | 8.29 | 3.46 | + 94.50 | 11.85 | 7.80 | 3.26 | + 94.50 | 11.85 | 7.32 | 3.10 | + 94.50 | 11.85 | 6.83 | 2.95 | + 94.50 | 11.85 | 6.34 | 2.83 | + 94.50 | 11.85 | 5.85 | 2.87 | + 94.50 | 14.63 | 14.48 | 6.26 | + 94.50 | 14.63 | 13.99 | 6.00 | + 94.50 | 14.63 | 13.51 | 5.69 | + 94.50 | 14.63 | 13.02 | 5.33 | + 94.50 | 14.63 | 12.53 | 4.93 | + 94.50 | 14.63 | 12.04 | 4.53 | + 94.50 | 14.63 | 11.56 | 4.09 | + 94.50 | 14.63 | 11.07 | 3.50 | + 94.50 | 14.63 | 10.58 | 3.15 | + 94.50 | 14.63 | 10.09 | 2.96 | + 94.50 | 14.63 | 9.61 | 2.83 | + 94.50 | 14.63 | 9.12 | 2.73 | + 94.50 | 14.63 | 8.63 | 2.77 | + 94.50 | 17.41 | 17.26 | 5.79 | + 94.50 | 17.41 | 16.77 | 5.66 | + 94.50 | 17.41 | 16.28 | 5.51 | + 94.50 | 17.41 | 15.80 | 5.31 | + 94.50 | 17.41 | 15.31 | 5.05 | + 94.50 | 17.41 | 14.82 | 4.73 | + 94.50 | 17.41 | 14.33 | 4.31 | + 94.50 | 17.41 | 13.85 | 3.72 | + 94.50 | 17.41 | 13.36 | 3.33 | + 94.50 | 17.41 | 12.87 | 2.97 | + 94.50 | 17.41 | 12.38 | 2.82 | + 94.50 | 17.41 | 11.90 | 2.74 | + 94.50 | 17.41 | 11.41 | 2.79 | + 94.50 | 20.19 | 20.04 | 5.28 | + 94.50 | 20.19 | 19.55 | 5.23 | + 94.50 | 20.19 | 19.06 | 5.14 | + 94.50 | 20.19 | 18.57 | 5.04 | + 94.50 | 20.19 | 18.09 | 4.90 | + 94.50 | 20.19 | 17.60 | 4.70 | + 94.50 | 20.19 | 17.11 | 4.44 | + 94.50 | 20.19 | 16.62 | 3.92 | + 94.50 | 20.19 | 16.14 | 3.53 | + 94.50 | 20.19 | 15.65 | 3.15 | + 94.50 | 20.19 | 15.16 | 2.86 | + 94.50 | 20.19 | 14.67 | 2.78 | + 94.50 | 20.19 | 14.19 | 2.84 | + 94.50 | 22.96 | 22.82 | 4.81 | + 94.50 | 22.96 | 22.33 | 4.79 | + 94.50 | 22.96 | 21.84 | 4.75 | + 94.50 | 22.96 | 21.35 | 4.69 | + 94.50 | 22.96 | 20.86 | 4.61 | + 94.50 | 22.96 | 20.38 | 4.50 | + 94.50 | 22.96 | 19.89 | 4.33 | + 94.50 | 22.96 | 19.40 | 3.94 | + 94.50 | 22.96 | 18.91 | 3.68 | + 94.50 | 22.96 | 18.43 | 3.33 | + 94.50 | 22.96 | 17.94 | 2.92 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=84.00 till 100.39 taken. + 94.50 | 22.96 | 17.45 | 2.83 | + 94.50 | 22.96 | 16.96 | 2.90 | + 94.50 | 25.74 | 25.59 | 4.46 | + 94.50 | 25.74 | 25.11 | 4.43 | + 94.50 | 25.74 | 24.62 | 4.39 | + 94.50 | 25.74 | 24.13 | 4.35 | + 94.50 | 25.74 | 23.64 | 4.30 | + 94.50 | 25.74 | 23.15 | 4.23 | + 94.50 | 25.74 | 22.67 | 4.12 | + 94.50 | 25.74 | 22.18 | 3.83 | + 94.50 | 25.74 | 21.69 | 3.66 | + 94.50 | 25.74 | 21.20 | 3.44 | + 94.50 | 25.74 | 20.72 | 3.12 | + 94.50 | 25.74 | 20.23 | 2.88 | + 94.50 | 25.74 | 19.74 | 2.96 | + 94.50 | 28.52 | 28.37 | 4.16 | + 94.50 | 28.52 | 27.88 | 4.13 | + 94.50 | 28.52 | 27.40 | 4.10 | + 94.50 | 28.52 | 26.91 | 4.08 | + 94.50 | 28.52 | 26.42 | 4.01 | + 94.50 | 28.52 | 25.93 | 3.95 | + 94.50 | 28.52 | 25.44 | 3.87 | + 94.50 | 28.52 | 24.96 | 3.64 | + 94.50 | 28.52 | 24.47 | 3.53 | + 94.50 | 28.52 | 23.98 | 3.40 | + 94.50 | 28.52 | 23.49 | 3.21 | + 94.50 | 28.52 | 23.01 | 2.93 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=83.28 till 99.54 taken. + 94.50 | 28.52 | 22.52 | 3.02 | + 94.50 | 31.30 | 31.15 | 4.03 | + 94.50 | 31.30 | 30.66 | 3.93 | + 94.50 | 31.30 | 30.17 | 3.87 | + 94.50 | 31.30 | 29.69 | 3.83 | + 94.50 | 31.30 | 29.20 | 3.78 | + 94.50 | 31.30 | 28.71 | 3.73 | + 94.50 | 31.30 | 28.22 | 3.63 | + 94.50 | 31.30 | 27.73 | 3.42 | + 94.50 | 31.30 | 27.25 | 3.35 | + 94.50 | 31.30 | 26.76 | 3.28 | + 94.50 | 31.30 | 26.27 | 3.17 | + 94.50 | 31.30 | 25.78 | 2.96 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=81.47 till 99.77 taken. + 94.50 | 31.30 | 25.30 | 3.08 | + 94.50 | 34.07 | 33.93 | 4.01 | + 94.50 | 34.07 | 33.44 | 3.89 | + 94.50 | 34.07 | 32.95 | 3.78 | + 94.50 | 34.07 | 32.46 | 3.67 | + 94.50 | 34.07 | 31.98 | 3.60 | + 94.50 | 34.07 | 31.49 | 3.53 | + 94.50 | 34.07 | 31.00 | 3.45 | + 94.50 | 34.07 | 30.51 | 3.24 | + 94.50 | 34.07 | 30.02 | 3.16 | + 94.50 | 34.07 | 29.54 | 3.11 | + 94.50 | 34.07 | 29.05 | 3.06 | + 94.50 | 34.07 | 28.56 | 2.90 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=79.42 till 99.98 taken. + 94.50 | 34.07 | 28.07 | 3.13 | + 94.50 | 36.85 | 36.70 | 4.02 | + 94.50 | 36.85 | 36.22 | 3.90 | + 94.50 | 36.85 | 35.73 | 3.78 | + 94.50 | 36.85 | 35.24 | 3.65 | + 94.50 | 36.85 | 34.75 | 3.51 | + 94.50 | 36.85 | 34.27 | 3.39 | + 94.50 | 36.85 | 33.78 | 3.28 | + 94.50 | 36.85 | 33.29 | 3.08 | + 94.50 | 36.85 | 32.80 | 3.02 | + 94.50 | 36.85 | 32.31 | 2.94 | + 94.50 | 36.85 | 31.83 | 2.90 | + 94.50 | 36.85 | 31.34 | 2.76 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=77.45 till 100.18 taken. + 94.50 | 36.85 | 30.85 | 3.13 | + + The center point of the critical circle lies on the edge of the grid. + + New grid with : X minimum = 69.50 [m] + X maximum = 94.50 [m] + Y minimum = 11.85 [m] + Y maximum = 36.85 [m] + tangent minimum = 5.51 [m] + tangent maximum = 11.36 [m] + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 69.50 | 11.85 | 6.34 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 5.85 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 5.36 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 4.88 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 4.39 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 3.90 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 3.41 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 2.93 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 2.44 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 1.95 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 1.46 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 0.98 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 11.85 | 0.49 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.50 | 14.63 | 9.12 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 8.63 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 8.14 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 7.65 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 7.17 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 6.68 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 6.19 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 5.70 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 5.22 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 4.73 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 4.24 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 3.75 | - | + ---------|---------|---------|---------| + 69.50 | 14.63 | 3.27 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 11.90 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 11.41 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 10.92 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 10.43 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 9.94 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 9.46 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 8.97 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 8.48 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 7.99 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 7.51 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 7.02 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 6.53 | - | + ---------|---------|---------|---------| + 69.50 | 17.41 | 6.04 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 14.67 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 14.19 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 13.70 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 13.21 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 12.72 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 12.23 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 11.75 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 11.26 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 10.77 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 10.28 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 9.80 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 9.31 | - | + ---------|---------|---------|---------| + 69.50 | 20.19 | 8.82 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 17.45 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 16.96 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 16.48 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 15.99 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 15.50 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 15.01 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 14.52 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 14.04 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 13.55 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 13.06 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 12.57 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 12.09 | - | + ---------|---------|---------|---------| + 69.50 | 22.96 | 11.60 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 20.23 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 19.74 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 19.25 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 18.77 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 18.28 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 17.79 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 17.30 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 16.81 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 16.33 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 15.84 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 15.35 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 14.86 | - | + ---------|---------|---------|---------| + 69.50 | 25.74 | 14.38 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 23.01 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 22.52 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 22.03 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 21.54 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 21.06 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 20.57 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 20.08 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 19.59 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 19.10 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 18.62 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 18.13 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 17.64 | - | + ---------|---------|---------|---------| + 69.50 | 28.52 | 17.15 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 25.78 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 25.30 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 24.81 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 24.32 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 23.83 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 23.35 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 22.86 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 22.37 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 21.88 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 21.40 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 20.91 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 20.42 | - | + ---------|---------|---------|---------| + 69.50 | 31.30 | 19.93 | - | + ---------|---------|---------|---------| + 69.50 | 34.07 | 28.56 | - | + ---------|---------|---------|---------| + 69.50 | 34.07 | 28.07 | - | + ---------|---------|---------|---------| + 69.50 | 34.07 | 27.59 | - | + ---------|---------|---------|---------| + 69.50 | 34.07 | 27.10 | - | + ---------|---------|---------|---------| + 69.50 | 34.07 | 26.61 | - | + ---------|---------|---------|---------| + 69.50 | 34.07 | 26.12 | - | + ---------|---------|---------|---------| + 69.50 | 34.07 | 25.64 | - | + ---------|---------|---------|---------| + 69.50 | 34.07 | 25.15 | - | + ---------|---------|---------|---------| + 69.50 | 34.07 | 24.66 | - | + ---------|---------|---------|---------| + 69.50 | 34.07 | 24.17 | - | + ---------|---------|---------|---------| + 69.50 | 34.07 | 23.69 | - | + ---------|---------|---------|---------| + 69.50 | 34.07 | 23.20 | - | + ---------|---------|---------|---------| + 69.50 | 34.07 | 22.71 | - | + ---------|---------|---------|---------| + 69.50 | 36.85 | 31.34 | - | + ---------|---------|---------|---------| + 69.50 | 36.85 | 30.85 | - | + ---------|---------|---------|---------| + 69.50 | 36.85 | 30.36 | - | + ---------|---------|---------|---------| + 69.50 | 36.85 | 29.88 | - | + ---------|---------|---------|---------| + 69.50 | 36.85 | 29.39 | - | + ---------|---------|---------|---------| + 69.50 | 36.85 | 28.90 | - | + ---------|---------|---------|---------| + 69.50 | 36.85 | 28.41 | - | + ---------|---------|---------|---------| + 69.50 | 36.85 | 27.93 | - | + ---------|---------|---------|---------| + 69.50 | 36.85 | 27.44 | - | + ---------|---------|---------|---------| + 69.50 | 36.85 | 26.95 | - | + ---------|---------|---------|---------| + 69.50 | 36.85 | 26.46 | - | + ---------|---------|---------|---------| + 69.50 | 36.85 | 25.98 | - | + ---------|---------|---------|---------| + 69.50 | 36.85 | 25.49 | - | + ---------|---------|---------|---------| + 72.28 | 11.85 | 6.34 | 12.61 | Evaluated earlier. + 72.28 | 11.85 | 5.85 | 13.39 | Evaluated earlier. + 72.28 | 11.85 | 5.36 | 14.40 | + 72.28 | 11.85 | 4.88 | 16.03 | + 72.28 | 11.85 | 4.39 | 16.57 | + 72.28 | 11.85 | 3.90 | 17.97 | + 72.28 | 11.85 | 3.41 | 18.58 | + 72.28 | 11.85 | 2.93 | - | Circle center point too low. + 72.28 | 11.85 | 2.44 | 16.98 | + 72.28 | 11.85 | 1.95 | 12.53 | + 72.28 | 11.85 | 1.46 | - | + 72.28 | 11.85 | 0.98 | - | + 72.28 | 11.85 | 0.49 | - | + 72.28 | 14.63 | 9.12 | 9.20 | Evaluated earlier. + 72.28 | 14.63 | 8.63 | 9.13 | Evaluated earlier. + 72.28 | 14.63 | 8.14 | 9.14 | + 72.28 | 14.63 | 7.65 | 9.49 | + 72.28 | 14.63 | 7.17 | 9.72 | + 72.28 | 14.63 | 6.68 | 9.95 | + 72.28 | 14.63 | 6.19 | 10.25 | + 72.28 | 14.63 | 5.70 | 10.57 | + 72.28 | 14.63 | 5.22 | 10.90 | + 72.28 | 14.63 | 4.73 | 10.96 | + 72.28 | 14.63 | 4.24 | - | + 72.28 | 14.63 | 3.75 | - | + 72.28 | 14.63 | 3.27 | - | + 72.28 | 17.41 | 11.90 | 8.90 | Evaluated earlier. + 72.28 | 17.41 | 11.41 | 8.78 | Evaluated earlier. + 72.28 | 17.41 | 10.92 | 8.67 | + 72.28 | 17.41 | 10.43 | 8.83 | + 72.28 | 17.41 | 9.94 | 8.80 | + 72.28 | 17.41 | 9.46 | 8.71 | + 72.28 | 17.41 | 8.97 | 8.77 | + 72.28 | 17.41 | 8.48 | 9.08 | + 72.28 | 17.41 | 7.99 | 9.51 | + 72.28 | 17.41 | 7.51 | 9.91 | + 72.28 | 17.41 | 7.02 | - | + 72.28 | 17.41 | 6.53 | - | + 72.28 | 17.41 | 6.04 | - | + 72.28 | 20.19 | 14.67 | 9.12 | Evaluated earlier. + 72.28 | 20.19 | 14.19 | 9.03 | Evaluated earlier. + 72.28 | 20.19 | 13.70 | 8.91 | + 72.28 | 20.19 | 13.21 | 9.06 | + 72.28 | 20.19 | 12.72 | 8.98 | + 72.28 | 20.19 | 12.23 | 8.82 | + 72.28 | 20.19 | 11.75 | 8.73 | + 72.28 | 20.19 | 11.26 | 8.78 | + 72.28 | 20.19 | 10.77 | 9.10 | + 72.28 | 20.19 | 10.28 | 9.62 | + 72.28 | 20.19 | 9.80 | - | + 72.28 | 20.19 | 9.31 | - | + 72.28 | 20.19 | 8.82 | - | + 72.28 | 22.96 | 17.45 | 9.53 | Evaluated earlier. + 72.28 | 22.96 | 16.96 | 9.47 | Evaluated earlier. + 72.28 | 22.96 | 16.48 | 9.35 | + 72.28 | 22.96 | 15.99 | 9.53 | + 72.28 | 22.96 | 15.50 | 9.45 | + 72.28 | 22.96 | 15.01 | 9.26 | + 72.28 | 22.96 | 14.52 | 9.13 | + 72.28 | 22.96 | 14.04 | 9.10 | + 72.28 | 22.96 | 13.55 | 9.23 | + 72.28 | 22.96 | 13.06 | 9.59 | + 72.28 | 22.96 | 12.57 | - | + 72.28 | 22.96 | 12.09 | - | + 72.28 | 22.96 | 11.60 | - | + 72.28 | 25.74 | 20.23 | 10.02 | Evaluated earlier. + 72.28 | 25.74 | 19.74 | 9.98 | Evaluated earlier. + 72.28 | 25.74 | 19.25 | 9.88 | + 72.28 | 25.74 | 18.77 | 10.10 | + 72.28 | 25.74 | 18.28 | 10.03 | + 72.28 | 25.74 | 17.79 | 9.83 | + 72.28 | 25.74 | 17.30 | 9.68 | + 72.28 | 25.74 | 16.81 | 9.61 | + 72.28 | 25.74 | 16.33 | 9.66 | + 72.28 | 25.74 | 15.84 | 9.83 | + 72.28 | 25.74 | 15.35 | - | + 72.28 | 25.74 | 14.86 | - | + 72.28 | 25.74 | 14.38 | - | + 72.28 | 28.52 | 23.01 | 10.57 | Evaluated earlier. + 72.28 | 28.52 | 22.52 | 10.52 | Evaluated earlier. + 72.28 | 28.52 | 22.03 | 10.44 | + 72.28 | 28.52 | 21.54 | 10.70 | + 72.28 | 28.52 | 21.06 | 10.65 | + 72.28 | 28.52 | 20.57 | 10.45 | + 72.28 | 28.52 | 20.08 | 10.29 | + 72.28 | 28.52 | 19.59 | 10.21 | + 72.28 | 28.52 | 19.10 | 10.23 | + 72.28 | 28.52 | 18.62 | 10.28 | + 72.28 | 28.52 | 18.13 | - | + 72.28 | 28.52 | 17.64 | - | + 72.28 | 28.52 | 17.15 | - | + 72.28 | 31.30 | 25.78 | 11.25 | Evaluated earlier. + 72.28 | 31.30 | 25.30 | 11.10 | Evaluated earlier. + 72.28 | 31.30 | 24.81 | 11.02 | + 72.28 | 31.30 | 24.32 | 11.33 | + 72.28 | 31.30 | 23.83 | 11.30 | + 72.28 | 31.30 | 23.35 | 11.09 | + 72.28 | 31.30 | 22.86 | 10.93 | + 72.28 | 31.30 | 22.37 | 10.85 | + 72.28 | 31.30 | 21.88 | 10.85 | + 72.28 | 31.30 | 21.40 | 10.84 | + 72.28 | 31.30 | 20.91 | - | + 72.28 | 31.30 | 20.42 | - | + 72.28 | 31.30 | 19.93 | - | + 72.28 | 34.07 | 28.56 | 12.03 | Evaluated earlier. + 72.28 | 34.07 | 28.07 | 11.74 | Evaluated earlier. + 72.28 | 34.07 | 27.59 | 11.60 | + 72.28 | 34.07 | 27.10 | 11.96 | + 72.28 | 34.07 | 26.61 | 11.96 | + 72.28 | 34.07 | 26.12 | 11.75 | + 72.28 | 34.07 | 25.64 | 11.59 | + 72.28 | 34.07 | 25.15 | 11.51 | + 72.28 | 34.07 | 24.66 | 11.51 | + 72.28 | 34.07 | 24.17 | 11.45 | + 72.28 | 34.07 | 23.69 | - | + 72.28 | 34.07 | 23.20 | - | + 72.28 | 34.07 | 22.71 | - | + 72.28 | 36.85 | 31.34 | 12.90 | Evaluated earlier. + 72.28 | 36.85 | 30.85 | 12.46 | Evaluated earlier. + 72.28 | 36.85 | 30.36 | 12.19 | + 72.28 | 36.85 | 29.88 | 12.60 | + 72.28 | 36.85 | 29.39 | 12.62 | + 72.28 | 36.85 | 28.90 | 12.42 | + 72.28 | 36.85 | 28.41 | 12.27 | + 72.28 | 36.85 | 27.93 | 12.18 | + 72.28 | 36.85 | 27.44 | 12.18 | + 72.28 | 36.85 | 26.95 | 12.10 | + 72.28 | 36.85 | 26.46 | - | + 72.28 | 36.85 | 25.98 | - | + 72.28 | 36.85 | 25.49 | - | + ---------|---------|---------|---------| + 75.06 | 11.85 | 6.34 | 4.66 | Evaluated earlier. + 75.06 | 11.85 | 5.85 | 4.55 | Evaluated earlier. + 75.06 | 11.85 | 5.36 | 4.48 | + 75.06 | 11.85 | 4.88 | 4.40 | + 75.06 | 11.85 | 4.39 | 4.03 | + 75.06 | 11.85 | 3.90 | 3.93 | + 75.06 | 11.85 | 3.41 | 3.79 | + 75.06 | 11.85 | 2.93 | 3.69 | + 75.06 | 11.85 | 2.44 | 3.65 | + 75.06 | 11.85 | 1.95 | 4.06 | + 75.06 | 11.85 | 1.46 | - | + 75.06 | 11.85 | 0.98 | - | + 75.06 | 11.85 | 0.49 | - | + 75.06 | 14.63 | 9.12 | 3.98 | Evaluated earlier. + 75.06 | 14.63 | 8.63 | 3.94 | Evaluated earlier. + 75.06 | 14.63 | 8.14 | 3.88 | + 75.06 | 14.63 | 7.65 | 3.87 | + 75.06 | 14.63 | 7.17 | 3.72 | + 75.06 | 14.63 | 6.68 | 3.51 | + 75.06 | 14.63 | 6.19 | 3.26 | + 75.06 | 14.63 | 5.70 | 2.95 | + 75.06 | 14.63 | 5.22 | 2.57 | + 75.06 | 14.63 | 4.73 | 2.34 | + 75.06 | 14.63 | 4.24 | - | + 75.06 | 14.63 | 3.75 | - | + 75.06 | 14.63 | 3.27 | - | + 75.06 | 17.41 | 11.90 | 3.86 | Evaluated earlier. + 75.06 | 17.41 | 11.41 | 3.82 | Evaluated earlier. + 75.06 | 17.41 | 10.92 | 3.81 | + 75.06 | 17.41 | 10.43 | 3.85 | + 75.06 | 17.41 | 9.94 | 3.77 | + 75.06 | 17.41 | 9.46 | 3.62 | + 75.06 | 17.41 | 8.97 | 3.45 | + 75.06 | 17.41 | 8.48 | 3.27 | + 75.06 | 17.41 | 7.99 | 3.04 | + 75.06 | 17.41 | 7.51 | 2.68 | + 75.06 | 17.41 | 7.02 | - | + 75.06 | 17.41 | 6.53 | - | + 75.06 | 17.41 | 6.04 | - | + 75.06 | 20.19 | 14.67 | 3.98 | Evaluated earlier. + 75.06 | 20.19 | 14.19 | 3.92 | Evaluated earlier. + 75.06 | 20.19 | 13.70 | 3.90 | + 75.06 | 20.19 | 13.21 | 3.96 | + 75.06 | 20.19 | 12.72 | 3.90 | + 75.06 | 20.19 | 12.23 | 3.79 | + 75.06 | 20.19 | 11.75 | 3.68 | + 75.06 | 20.19 | 11.26 | 3.55 | + 75.06 | 20.19 | 10.77 | 3.40 | + 75.06 | 20.19 | 10.28 | 3.13 | + 75.06 | 20.19 | 9.80 | - | + 75.06 | 20.19 | 9.31 | - | + 75.06 | 20.19 | 8.82 | - | + 75.06 | 22.96 | 17.45 | 4.24 | Evaluated earlier. + 75.06 | 22.96 | 16.96 | 4.13 | Evaluated earlier. + 75.06 | 22.96 | 16.48 | 4.10 | + 75.06 | 22.96 | 15.99 | 4.17 | + 75.06 | 22.96 | 15.50 | 4.10 | + 75.06 | 22.96 | 15.01 | 3.99 | + 75.06 | 22.96 | 14.52 | 3.90 | + 75.06 | 22.96 | 14.04 | 3.82 | + 75.06 | 22.96 | 13.55 | 3.72 | + 75.06 | 22.96 | 13.06 | 3.50 | + 75.06 | 22.96 | 12.57 | - | + 75.06 | 22.96 | 12.09 | - | + 75.06 | 22.96 | 11.60 | - | + 75.06 | 25.74 | 20.23 | 4.55 | Evaluated earlier. + 75.06 | 25.74 | 19.74 | 4.41 | Evaluated earlier. + 75.06 | 25.74 | 19.25 | 4.34 | + 75.06 | 25.74 | 18.77 | 4.43 | + 75.06 | 25.74 | 18.28 | 4.36 | + 75.06 | 25.74 | 17.79 | 4.24 | + 75.06 | 25.74 | 17.30 | 4.14 | + 75.06 | 25.74 | 16.81 | 4.07 | + 75.06 | 25.74 | 16.33 | 4.02 | + 75.06 | 25.74 | 15.84 | 3.84 | + 75.06 | 25.74 | 15.35 | - | + 75.06 | 25.74 | 14.86 | - | + 75.06 | 25.74 | 14.38 | - | + 75.06 | 28.52 | 23.01 | 4.90 | Evaluated earlier. + 75.06 | 28.52 | 22.52 | 4.73 | Evaluated earlier. + 75.06 | 28.52 | 22.03 | 4.62 | + 75.06 | 28.52 | 21.54 | 4.71 | + 75.06 | 28.52 | 21.06 | 4.64 | + 75.06 | 28.52 | 20.57 | 4.52 | + 75.06 | 28.52 | 20.08 | 4.41 | + 75.06 | 28.52 | 19.59 | 4.33 | + 75.06 | 28.52 | 19.10 | 4.29 | + 75.06 | 28.52 | 18.62 | 4.16 | + 75.06 | 28.52 | 18.13 | - | + 75.06 | 28.52 | 17.64 | - | + 75.06 | 28.52 | 17.15 | - | + 75.06 | 31.30 | 25.78 | 5.28 | Evaluated earlier. + 75.06 | 31.30 | 25.30 | 5.06 | Evaluated earlier. + 75.06 | 31.30 | 24.81 | 4.93 | + 75.06 | 31.30 | 24.32 | 5.00 | + 75.06 | 31.30 | 23.83 | 4.94 | + 75.06 | 31.30 | 23.35 | 4.81 | + 75.06 | 31.30 | 22.86 | 4.69 | + 75.06 | 31.30 | 22.37 | 4.60 | + 75.06 | 31.30 | 21.88 | 4.55 | + 75.06 | 31.30 | 21.40 | 4.46 | + 75.06 | 31.30 | 20.91 | - | + 75.06 | 31.30 | 20.42 | - | + 75.06 | 31.30 | 19.93 | - | + 75.06 | 34.07 | 28.56 | 5.68 | Evaluated earlier. + 75.06 | 34.07 | 28.07 | 5.42 | Evaluated earlier. + 75.06 | 34.07 | 27.59 | 5.25 | + 75.06 | 34.07 | 27.10 | 5.30 | + 75.06 | 34.07 | 26.61 | 5.24 | + 75.06 | 34.07 | 26.12 | 5.11 | + 75.06 | 34.07 | 25.64 | 4.99 | + 75.06 | 34.07 | 25.15 | 4.89 | + 75.06 | 34.07 | 24.66 | 4.83 | + 75.06 | 34.07 | 24.17 | 4.74 | + 75.06 | 34.07 | 23.69 | - | + 75.06 | 34.07 | 23.20 | - | + 75.06 | 34.07 | 22.71 | - | + 75.06 | 36.85 | 31.34 | 6.09 | Evaluated earlier. + 75.06 | 36.85 | 30.85 | 5.79 | Evaluated earlier. + 75.06 | 36.85 | 30.36 | 5.58 | + 75.06 | 36.85 | 29.88 | 5.62 | + 75.06 | 36.85 | 29.39 | 5.55 | + 75.06 | 36.85 | 28.90 | 5.41 | + 75.06 | 36.85 | 28.41 | 5.29 | + 75.06 | 36.85 | 27.93 | 5.19 | + 75.06 | 36.85 | 27.44 | 5.12 | + 75.06 | 36.85 | 26.95 | 5.01 | + 75.06 | 36.85 | 26.46 | - | + 75.06 | 36.85 | 25.98 | - | + 75.06 | 36.85 | 25.49 | - | + ---------|---------|---------|---------| + 77.83 | 11.85 | 6.34 | 2.79 | Evaluated earlier. + 77.83 | 11.85 | 5.85 | 2.83 | Evaluated earlier. + 77.83 | 11.85 | 5.36 | 2.87 | + 77.83 | 11.85 | 4.88 | 3.05 | + 77.83 | 11.85 | 4.39 | 3.02 | + 77.83 | 11.85 | 3.90 | 2.87 | + 77.83 | 11.85 | 3.41 | 2.71 | + 77.83 | 11.85 | 2.93 | 2.55 | + 77.83 | 11.85 | 2.44 | - | + 77.83 | 11.85 | 1.95 | - | + 77.83 | 11.85 | 1.46 | - | + 77.83 | 11.85 | 0.98 | - | + 77.83 | 11.85 | 0.49 | - | + 77.83 | 14.63 | 9.12 | 2.49 | Evaluated earlier. + 77.83 | 14.63 | 8.63 | 2.41 | Evaluated earlier. + 77.83 | 14.63 | 8.14 | 2.35 | + 77.83 | 14.63 | 7.65 | 2.34 | + 77.83 | 14.63 | 7.17 | 2.28 | + 77.83 | 14.63 | 6.68 | 2.18 | + 77.83 | 14.63 | 6.19 | 2.10 | + 77.83 | 14.63 | 5.70 | 2.06 | + 77.83 | 14.63 | 5.22 | - | + 77.83 | 14.63 | 4.73 | - | + 77.83 | 14.63 | 4.24 | - | + 77.83 | 14.63 | 3.75 | - | + 77.83 | 14.63 | 3.27 | - | + 77.83 | 17.41 | 11.90 | 2.57 | Evaluated earlier. + 77.83 | 17.41 | 11.41 | 2.48 | Evaluated earlier. + 77.83 | 17.41 | 10.92 | 2.42 | + 77.83 | 17.41 | 10.43 | 2.43 | + 77.83 | 17.41 | 9.94 | 2.35 | + 77.83 | 17.41 | 9.46 | 2.19 | + 77.83 | 17.41 | 8.97 | 2.03 | + 77.83 | 17.41 | 8.48 | 1.94 | + 77.83 | 17.41 | 7.99 | 1.88 | + 77.83 | 17.41 | 7.51 | - | + 77.83 | 17.41 | 7.02 | - | + 77.83 | 17.41 | 6.53 | - | + 77.83 | 17.41 | 6.04 | - | + 77.83 | 20.19 | 14.67 | 2.70 | Evaluated earlier. + 77.83 | 20.19 | 14.19 | 2.62 | Evaluated earlier. + 77.83 | 20.19 | 13.70 | 2.56 | + 77.83 | 20.19 | 13.21 | 2.57 | + 77.83 | 20.19 | 12.72 | 2.51 | + 77.83 | 20.19 | 12.23 | 2.38 | + 77.83 | 20.19 | 11.75 | 2.25 | + 77.83 | 20.19 | 11.26 | 2.08 | + 77.83 | 20.19 | 10.77 | 1.94 | + 77.83 | 20.19 | 10.28 | - | + 77.83 | 20.19 | 9.80 | - | + 77.83 | 20.19 | 9.31 | - | + 77.83 | 20.19 | 8.82 | - | + 77.83 | 22.96 | 17.45 | 2.88 | Evaluated earlier. + 77.83 | 22.96 | 16.96 | 2.78 | Evaluated earlier. + 77.83 | 22.96 | 16.48 | 2.71 | + 77.83 | 22.96 | 15.99 | 2.73 | + 77.83 | 22.96 | 15.50 | 2.67 | + 77.83 | 22.96 | 15.01 | 2.57 | + 77.83 | 22.96 | 14.52 | 2.46 | + 77.83 | 22.96 | 14.04 | 2.32 | + 77.83 | 22.96 | 13.55 | 2.15 | + 77.83 | 22.96 | 13.06 | - | + 77.83 | 22.96 | 12.57 | - | + 77.83 | 22.96 | 12.09 | - | + 77.83 | 22.96 | 11.60 | - | + 77.83 | 25.74 | 20.23 | 3.09 | Evaluated earlier. + 77.83 | 25.74 | 19.74 | 2.97 | Evaluated earlier. + 77.83 | 25.74 | 19.25 | 2.89 | + 77.83 | 25.74 | 18.77 | 2.89 | + 77.83 | 25.74 | 18.28 | 2.84 | + 77.83 | 25.74 | 17.79 | 2.75 | + 77.83 | 25.74 | 17.30 | 2.66 | + 77.83 | 25.74 | 16.81 | 2.54 | + 77.83 | 25.74 | 16.33 | 2.40 | + 77.83 | 25.74 | 15.84 | - | + 77.83 | 25.74 | 15.35 | - | + 77.83 | 25.74 | 14.86 | - | + 77.83 | 25.74 | 14.38 | - | + 77.83 | 28.52 | 23.01 | 3.33 | Evaluated earlier. + 77.83 | 28.52 | 22.52 | 3.19 | Evaluated earlier. + 77.83 | 28.52 | 22.03 | 3.09 | + 77.83 | 28.52 | 21.54 | 3.08 | + 77.83 | 28.52 | 21.06 | 3.01 | + 77.83 | 28.52 | 20.57 | 2.93 | + 77.83 | 28.52 | 20.08 | 2.85 | + 77.83 | 28.52 | 19.59 | 2.76 | + 77.83 | 28.52 | 19.10 | 2.63 | + 77.83 | 28.52 | 18.62 | - | + 77.83 | 28.52 | 18.13 | - | + 77.83 | 28.52 | 17.64 | - | + 77.83 | 28.52 | 17.15 | - | + 77.83 | 31.30 | 25.78 | 3.58 | Evaluated earlier. + 77.83 | 31.30 | 25.30 | 3.42 | Evaluated earlier. + 77.83 | 31.30 | 24.81 | 3.30 | + 77.83 | 31.30 | 24.32 | 3.29 | + 77.83 | 31.30 | 23.83 | 3.19 | + 77.83 | 31.30 | 23.35 | 3.10 | + 77.83 | 31.30 | 22.86 | 3.03 | + 77.83 | 31.30 | 22.37 | 2.96 | + 77.83 | 31.30 | 21.88 | 2.84 | + 77.83 | 31.30 | 21.40 | - | + 77.83 | 31.30 | 20.91 | - | + 77.83 | 31.30 | 20.42 | - | + 77.83 | 31.30 | 19.93 | - | + 77.83 | 34.07 | 28.56 | 3.84 | Evaluated earlier. + 77.83 | 34.07 | 28.07 | 3.66 | Evaluated earlier. + 77.83 | 34.07 | 27.59 | 3.53 | + 77.83 | 34.07 | 27.10 | 3.50 | + 77.83 | 34.07 | 26.61 | 3.39 | + 77.83 | 34.07 | 26.12 | 3.28 | + 77.83 | 34.07 | 25.64 | 3.21 | + 77.83 | 34.07 | 25.15 | 3.15 | + 77.83 | 34.07 | 24.66 | 3.05 | + 77.83 | 34.07 | 24.17 | - | + 77.83 | 34.07 | 23.69 | - | + 77.83 | 34.07 | 23.20 | - | + 77.83 | 34.07 | 22.71 | - | + 77.83 | 36.85 | 31.34 | 4.11 | Evaluated earlier. + 77.83 | 36.85 | 30.85 | 3.91 | Evaluated earlier. + 77.83 | 36.85 | 30.36 | 3.76 | + 77.83 | 36.85 | 29.88 | 3.72 | + 77.83 | 36.85 | 29.39 | 3.59 | + 77.83 | 36.85 | 28.90 | 3.47 | + 77.83 | 36.85 | 28.41 | 3.39 | + 77.83 | 36.85 | 27.93 | 3.33 | + 77.83 | 36.85 | 27.44 | 3.26 | + 77.83 | 36.85 | 26.95 | - | + 77.83 | 36.85 | 26.46 | - | + 77.83 | 36.85 | 25.98 | - | + 77.83 | 36.85 | 25.49 | - | + ---------|---------|---------|---------| + 80.61 | 11.85 | 6.34 | 2.48 | Evaluated earlier. + 80.61 | 11.85 | 5.85 | 2.39 | Evaluated earlier. + 80.61 | 11.85 | 5.36 | 2.33 | + 80.61 | 11.85 | 4.88 | 2.33 | + 80.61 | 11.85 | 4.39 | 2.27 | + 80.61 | 11.85 | 3.90 | 2.24 | + 80.61 | 11.85 | 3.41 | - | + 80.61 | 11.85 | 2.93 | - | + 80.61 | 11.85 | 2.44 | - | + 80.61 | 11.85 | 1.95 | - | + 80.61 | 11.85 | 1.46 | - | + 80.61 | 11.85 | 0.98 | - | + 80.61 | 11.85 | 0.49 | - | + 80.61 | 14.63 | 9.12 | 2.12 | Evaluated earlier. + 80.61 | 14.63 | 8.63 | 2.06 | Evaluated earlier. + 80.61 | 14.63 | 8.14 | 2.03 | + 80.61 | 14.63 | 7.65 | 2.03 | + 80.61 | 14.63 | 7.17 | 1.96 | + 80.61 | 14.63 | 6.68 | 1.90 | + 80.61 | 14.63 | 6.19 | - | + 80.61 | 14.63 | 5.70 | - | + 80.61 | 14.63 | 5.22 | - | + 80.61 | 14.63 | 4.73 | - | + 80.61 | 14.63 | 4.24 | - | + 80.61 | 14.63 | 3.75 | - | + 80.61 | 14.63 | 3.27 | - | + 80.61 | 17.41 | 11.90 | 2.10 | Evaluated earlier. + 80.61 | 17.41 | 11.41 | 1.98 | Evaluated earlier. + 80.61 | 17.41 | 10.92 | 1.92 | + 80.61 | 17.41 | 10.43 | 1.90 | + 80.61 | 17.41 | 9.94 | 1.86 | + 80.61 | 17.41 | 9.46 | 1.83 | + 80.61 | 17.41 | 8.97 | 1.80 | + 80.61 | 17.41 | 8.48 | - | + 80.61 | 17.41 | 7.99 | - | + 80.61 | 17.41 | 7.51 | - | + 80.61 | 17.41 | 7.02 | - | + 80.61 | 17.41 | 6.53 | - | + 80.61 | 17.41 | 6.04 | - | + 80.61 | 20.19 | 14.67 | 2.23 | Evaluated earlier. + 80.61 | 20.19 | 14.19 | 2.13 | Evaluated earlier. + 80.61 | 20.19 | 13.70 | 2.03 | + 80.61 | 20.19 | 13.21 | 1.96 | + 80.61 | 20.19 | 12.72 | 1.86 | + 80.61 | 20.19 | 12.23 | 1.79 | + 80.61 | 20.19 | 11.75 | 1.75 | + 80.61 | 20.19 | 11.26 | - | + 80.61 | 20.19 | 10.77 | - | + 80.61 | 20.19 | 10.28 | - | + 80.61 | 20.19 | 9.80 | - | + 80.61 | 20.19 | 9.31 | - | + 80.61 | 20.19 | 8.82 | - | + 80.61 | 22.96 | 17.45 | 2.38 | Evaluated earlier. + 80.61 | 22.96 | 16.96 | 2.27 | Evaluated earlier. + 80.61 | 22.96 | 16.48 | 2.18 | + 80.61 | 22.96 | 15.99 | 2.12 | + 80.61 | 22.96 | 15.50 | 2.00 | + 80.61 | 22.96 | 15.01 | 1.85 | + 80.61 | 22.96 | 14.52 | 1.78 | + 80.61 | 22.96 | 14.04 | - | + 80.61 | 22.96 | 13.55 | - | + 80.61 | 22.96 | 13.06 | - | + 80.61 | 22.96 | 12.57 | - | + 80.61 | 22.96 | 12.09 | - | + 80.61 | 22.96 | 11.60 | - | + 80.61 | 25.74 | 20.23 | 2.53 | Evaluated earlier. + 80.61 | 25.74 | 19.74 | 2.42 | Evaluated earlier. + 80.61 | 25.74 | 19.25 | 2.33 | + 80.61 | 25.74 | 18.77 | 2.28 | + 80.61 | 25.74 | 18.28 | 2.16 | + 80.61 | 25.74 | 17.79 | 2.02 | + 80.61 | 25.74 | 17.30 | 1.89 | + 80.61 | 25.74 | 16.81 | 1.81 | + 80.61 | 25.74 | 16.33 | - | + 80.61 | 25.74 | 15.84 | - | + 80.61 | 25.74 | 15.35 | - | + 80.61 | 25.74 | 14.86 | - | + 80.61 | 25.74 | 14.38 | - | + 80.61 | 28.52 | 23.01 | 2.68 | Evaluated earlier. + 80.61 | 28.52 | 22.52 | 2.58 | Evaluated earlier. + 80.61 | 28.52 | 22.03 | 2.48 | + 80.61 | 28.52 | 21.54 | 2.43 | + 80.61 | 28.52 | 21.06 | 2.32 | + 80.61 | 28.52 | 20.57 | 2.18 | + 80.61 | 28.52 | 20.08 | 2.05 | + 80.61 | 28.52 | 19.59 | 1.93 | + 80.61 | 28.52 | 19.10 | - | + 80.61 | 28.52 | 18.62 | - | + 80.61 | 28.52 | 18.13 | - | + 80.61 | 28.52 | 17.64 | - | + 80.61 | 28.52 | 17.15 | - | + 80.61 | 31.30 | 25.78 | 2.85 | Evaluated earlier. + 80.61 | 31.30 | 25.30 | 2.73 | Evaluated earlier. + 80.61 | 31.30 | 24.81 | 2.64 | + 80.61 | 31.30 | 24.32 | 2.59 | + 80.61 | 31.30 | 23.83 | 2.47 | + 80.61 | 31.30 | 23.35 | 2.33 | + 80.61 | 31.30 | 22.86 | 2.21 | + 80.61 | 31.30 | 22.37 | 2.10 | + 80.61 | 31.30 | 21.88 | - | + 80.61 | 31.30 | 21.40 | - | + 80.61 | 31.30 | 20.91 | - | + 80.61 | 31.30 | 20.42 | - | + 80.61 | 31.30 | 19.93 | - | + 80.61 | 34.07 | 28.56 | 3.04 | Evaluated earlier. + 80.61 | 34.07 | 28.07 | 2.91 | Evaluated earlier. + 80.61 | 34.07 | 27.59 | 2.79 | + 80.61 | 34.07 | 27.10 | 2.74 | + 80.61 | 34.07 | 26.61 | 2.62 | + 80.61 | 34.07 | 26.12 | 2.48 | + 80.61 | 34.07 | 25.64 | 2.36 | + 80.61 | 34.07 | 25.15 | 2.26 | + 80.61 | 34.07 | 24.66 | - | + 80.61 | 34.07 | 24.17 | - | + 80.61 | 34.07 | 23.69 | - | + 80.61 | 34.07 | 23.20 | - | + 80.61 | 34.07 | 22.71 | - | + 80.61 | 36.85 | 31.34 | 3.23 | Evaluated earlier. + 80.61 | 36.85 | 30.85 | 3.08 | Evaluated earlier. + 80.61 | 36.85 | 30.36 | 2.96 | + 80.61 | 36.85 | 29.88 | 2.89 | + 80.61 | 36.85 | 29.39 | 2.76 | + 80.61 | 36.85 | 28.90 | 2.62 | + 80.61 | 36.85 | 28.41 | 2.51 | + 80.61 | 36.85 | 27.93 | 2.42 | + 80.61 | 36.85 | 27.44 | - | + 80.61 | 36.85 | 26.95 | - | + 80.61 | 36.85 | 26.46 | - | + 80.61 | 36.85 | 25.98 | - | + 80.61 | 36.85 | 25.49 | - | + ---------|---------|---------|---------| + 83.39 | 11.85 | 6.34 | 3.07 | Evaluated earlier. + 83.39 | 11.85 | 5.85 | 2.99 | Evaluated earlier. + 83.39 | 11.85 | 5.36 | 2.93 | + 83.39 | 11.85 | 4.88 | 2.93 | + 83.39 | 11.85 | 4.39 | - | + 83.39 | 11.85 | 3.90 | - | + 83.39 | 11.85 | 3.41 | - | + 83.39 | 11.85 | 2.93 | - | + 83.39 | 11.85 | 2.44 | - | + 83.39 | 11.85 | 1.95 | - | + 83.39 | 11.85 | 1.46 | - | + 83.39 | 11.85 | 0.98 | - | + 83.39 | 11.85 | 0.49 | - | + 83.39 | 14.63 | 9.12 | 2.50 | Evaluated earlier. + 83.39 | 14.63 | 8.63 | 2.45 | Evaluated earlier. + 83.39 | 14.63 | 8.14 | 2.41 | + 83.39 | 14.63 | 7.65 | 2.41 | + 83.39 | 14.63 | 7.17 | - | + 83.39 | 14.63 | 6.68 | - | + 83.39 | 14.63 | 6.19 | - | + 83.39 | 14.63 | 5.70 | - | + 83.39 | 14.63 | 5.22 | - | + 83.39 | 14.63 | 4.73 | - | + 83.39 | 14.63 | 4.24 | - | + 83.39 | 14.63 | 3.75 | - | + 83.39 | 14.63 | 3.27 | - | + 83.39 | 17.41 | 11.90 | 2.27 | Evaluated earlier. + 83.39 | 17.41 | 11.41 | 2.24 | Evaluated earlier. + 83.39 | 17.41 | 10.92 | 2.18 | + 83.39 | 17.41 | 10.43 | 2.17 | + 83.39 | 17.41 | 9.94 | 2.12 | + 83.39 | 17.41 | 9.46 | - | + 83.39 | 17.41 | 8.97 | - | + 83.39 | 17.41 | 8.48 | - | + 83.39 | 17.41 | 7.99 | - | + 83.39 | 17.41 | 7.51 | - | + 83.39 | 17.41 | 7.02 | - | + 83.39 | 17.41 | 6.53 | - | + 83.39 | 17.41 | 6.04 | - | + 83.39 | 20.19 | 14.67 | 2.15 | Evaluated earlier. + 83.39 | 20.19 | 14.19 | 2.10 | Evaluated earlier. + 83.39 | 20.19 | 13.70 | 2.07 | + 83.39 | 20.19 | 13.21 | 2.10 | + 83.39 | 20.19 | 12.72 | 2.01 | + 83.39 | 20.19 | 12.23 | - | + 83.39 | 20.19 | 11.75 | - | + 83.39 | 20.19 | 11.26 | - | + 83.39 | 20.19 | 10.77 | - | + 83.39 | 20.19 | 10.28 | - | + 83.39 | 20.19 | 9.80 | - | + 83.39 | 20.19 | 9.31 | - | + 83.39 | 20.19 | 8.82 | - | + 83.39 | 22.96 | 17.45 | 2.21 | Evaluated earlier. + 83.39 | 22.96 | 16.96 | 2.09 | Evaluated earlier. + 83.39 | 22.96 | 16.48 | 2.03 | + 83.39 | 22.96 | 15.99 | 2.01 | + 83.39 | 22.96 | 15.50 | 1.94 | + 83.39 | 22.96 | 15.01 | - | + 83.39 | 22.96 | 14.52 | - | + 83.39 | 22.96 | 14.04 | - | + 83.39 | 22.96 | 13.55 | - | + 83.39 | 22.96 | 13.06 | - | + 83.39 | 22.96 | 12.57 | - | + 83.39 | 22.96 | 12.09 | - | + 83.39 | 22.96 | 11.60 | - | + 83.39 | 25.74 | 20.23 | 2.32 | Evaluated earlier. + 83.39 | 25.74 | 19.74 | 2.21 | Evaluated earlier. + 83.39 | 25.74 | 19.25 | 2.11 | + 83.39 | 25.74 | 18.77 | 2.02 | + 83.39 | 25.74 | 18.28 | 1.93 | + 83.39 | 25.74 | 17.79 | 1.83 | + 83.39 | 25.74 | 17.30 | - | + 83.39 | 25.74 | 16.81 | - | + 83.39 | 25.74 | 16.33 | - | + 83.39 | 25.74 | 15.84 | - | + 83.39 | 25.74 | 15.35 | - | + 83.39 | 25.74 | 14.86 | - | + 83.39 | 25.74 | 14.38 | - | + 83.39 | 28.52 | 23.01 | 2.44 | Evaluated earlier. + 83.39 | 28.52 | 22.52 | 2.33 | Evaluated earlier. + 83.39 | 28.52 | 22.03 | 2.23 | + 83.39 | 28.52 | 21.54 | 2.14 | + 83.39 | 28.52 | 21.06 | 1.98 | + 83.39 | 28.52 | 20.57 | 1.85 | + 83.39 | 28.52 | 20.08 | - | + 83.39 | 28.52 | 19.59 | - | + 83.39 | 28.52 | 19.10 | - | + 83.39 | 28.52 | 18.62 | - | + 83.39 | 28.52 | 18.13 | - | + 83.39 | 28.52 | 17.64 | - | + 83.39 | 28.52 | 17.15 | - | + 83.39 | 31.30 | 25.78 | 2.55 | Evaluated earlier. + 83.39 | 31.30 | 25.30 | 2.46 | Evaluated earlier. + 83.39 | 31.30 | 24.81 | 2.35 | + 83.39 | 31.30 | 24.32 | 2.27 | + 83.39 | 31.30 | 23.83 | 2.11 | + 83.39 | 31.30 | 23.35 | 1.91 | + 83.39 | 31.30 | 22.86 | - | + 83.39 | 31.30 | 22.37 | - | + 83.39 | 31.30 | 21.88 | - | + 83.39 | 31.30 | 21.40 | - | + 83.39 | 31.30 | 20.91 | - | + 83.39 | 31.30 | 20.42 | - | + 83.39 | 31.30 | 19.93 | - | + 83.39 | 34.07 | 28.56 | 2.66 | Evaluated earlier. + 83.39 | 34.07 | 28.07 | 2.58 | Evaluated earlier. + 83.39 | 34.07 | 27.59 | 2.48 | + 83.39 | 34.07 | 27.10 | 2.40 | + 83.39 | 34.07 | 26.61 | 2.23 | + 83.39 | 34.07 | 26.12 | 2.04 | + 83.39 | 34.07 | 25.64 | 1.81 | + 83.39 | 34.07 | 25.15 | - | + 83.39 | 34.07 | 24.66 | - | + 83.39 | 34.07 | 24.17 | - | + 83.39 | 34.07 | 23.69 | - | + 83.39 | 34.07 | 23.20 | - | + 83.39 | 34.07 | 22.71 | - | + 83.39 | 36.85 | 31.34 | 2.77 | Evaluated earlier. + 83.39 | 36.85 | 30.85 | 2.70 | Evaluated earlier. + 83.39 | 36.85 | 30.36 | 2.60 | + 83.39 | 36.85 | 29.88 | 2.52 | + 83.39 | 36.85 | 29.39 | 2.35 | + 83.39 | 36.85 | 28.90 | 2.16 | + 83.39 | 36.85 | 28.41 | 1.94 | + 83.39 | 36.85 | 27.93 | - | + 83.39 | 36.85 | 27.44 | - | + 83.39 | 36.85 | 26.95 | - | + 83.39 | 36.85 | 26.46 | - | + 83.39 | 36.85 | 25.98 | - | + 83.39 | 36.85 | 25.49 | - | + ---------|---------|---------|---------| + 86.17 | 11.85 | 6.34 | 6.67 | Evaluated earlier. + 86.17 | 11.85 | 5.85 | 7.73 | Evaluated earlier. + 86.17 | 11.85 | 5.36 | 9.92 | + 86.17 | 11.85 | 4.88 | - | + 86.17 | 11.85 | 4.39 | - | + 86.17 | 11.85 | 3.90 | - | + 86.17 | 11.85 | 3.41 | - | + 86.17 | 11.85 | 2.93 | - | + 86.17 | 11.85 | 2.44 | - | + 86.17 | 11.85 | 1.95 | - | + 86.17 | 11.85 | 1.46 | - | + 86.17 | 11.85 | 0.98 | - | + 86.17 | 11.85 | 0.49 | - | + 86.17 | 14.63 | 9.12 | 4.23 | Evaluated earlier. + 86.17 | 14.63 | 8.63 | 4.56 | Evaluated earlier. + 86.17 | 14.63 | 8.14 | 5.21 | + 86.17 | 14.63 | 7.65 | - | + 86.17 | 14.63 | 7.17 | - | + 86.17 | 14.63 | 6.68 | - | + 86.17 | 14.63 | 6.19 | - | + 86.17 | 14.63 | 5.70 | - | + 86.17 | 14.63 | 5.22 | - | + 86.17 | 14.63 | 4.73 | - | + 86.17 | 14.63 | 4.24 | - | + 86.17 | 14.63 | 3.75 | - | + 86.17 | 14.63 | 3.27 | - | + 86.17 | 17.41 | 11.90 | 3.31 | Evaluated earlier. + 86.17 | 17.41 | 11.41 | 3.47 | Evaluated earlier. + 86.17 | 17.41 | 10.92 | 3.76 | + 86.17 | 17.41 | 10.43 | - | + 86.17 | 17.41 | 9.94 | - | + 86.17 | 17.41 | 9.46 | - | + 86.17 | 17.41 | 8.97 | - | + 86.17 | 17.41 | 8.48 | - | + 86.17 | 17.41 | 7.99 | - | + 86.17 | 17.41 | 7.51 | - | + 86.17 | 17.41 | 7.02 | - | + 86.17 | 17.41 | 6.53 | - | + 86.17 | 17.41 | 6.04 | - | + 86.17 | 20.19 | 14.67 | 2.84 | Evaluated earlier. + 86.17 | 20.19 | 14.19 | 2.92 | Evaluated earlier. + 86.17 | 20.19 | 13.70 | 3.07 | + 86.17 | 20.19 | 13.21 | - | + 86.17 | 20.19 | 12.72 | - | + 86.17 | 20.19 | 12.23 | - | + 86.17 | 20.19 | 11.75 | - | + 86.17 | 20.19 | 11.26 | - | + 86.17 | 20.19 | 10.77 | - | + 86.17 | 20.19 | 10.28 | - | + 86.17 | 20.19 | 9.80 | - | + 86.17 | 20.19 | 9.31 | - | + 86.17 | 20.19 | 8.82 | - | + 86.17 | 22.96 | 17.45 | 2.55 | Evaluated earlier. + 86.17 | 22.96 | 16.96 | 2.65 | Evaluated earlier. + 86.17 | 22.96 | 16.48 | 2.70 | + 86.17 | 22.96 | 15.99 | - | + 86.17 | 22.96 | 15.50 | - | + 86.17 | 22.96 | 15.01 | - | + 86.17 | 22.96 | 14.52 | - | + 86.17 | 22.96 | 14.04 | - | + 86.17 | 22.96 | 13.55 | - | + 86.17 | 22.96 | 13.06 | - | + 86.17 | 22.96 | 12.57 | - | + 86.17 | 22.96 | 12.09 | - | + 86.17 | 22.96 | 11.60 | - | + 86.17 | 25.74 | 20.23 | 2.37 | Evaluated earlier. + 86.17 | 25.74 | 19.74 | 2.42 | Evaluated earlier. + 86.17 | 25.74 | 19.25 | 2.50 | + 86.17 | 25.74 | 18.77 | 2.60 | + 86.17 | 25.74 | 18.28 | - | + 86.17 | 25.74 | 17.79 | - | + 86.17 | 25.74 | 17.30 | - | + 86.17 | 25.74 | 16.81 | - | + 86.17 | 25.74 | 16.33 | - | + 86.17 | 25.74 | 15.84 | - | + 86.17 | 25.74 | 15.35 | - | + 86.17 | 25.74 | 14.86 | - | + 86.17 | 25.74 | 14.38 | - | + 86.17 | 28.52 | 23.01 | 2.32 | Evaluated earlier. + 86.17 | 28.52 | 22.52 | 2.32 | Evaluated earlier. + 86.17 | 28.52 | 22.03 | 2.36 | + 86.17 | 28.52 | 21.54 | 2.42 | + 86.17 | 28.52 | 21.06 | - | + 86.17 | 28.52 | 20.57 | - | + 86.17 | 28.52 | 20.08 | - | + 86.17 | 28.52 | 19.59 | - | + 86.17 | 28.52 | 19.10 | - | + 86.17 | 28.52 | 18.62 | - | + 86.17 | 28.52 | 18.13 | - | + 86.17 | 28.52 | 17.64 | - | + 86.17 | 28.52 | 17.15 | - | + 86.17 | 31.30 | 25.78 | 2.36 | Evaluated earlier. + 86.17 | 31.30 | 25.30 | 2.34 | Evaluated earlier. + 86.17 | 31.30 | 24.81 | 2.31 | + 86.17 | 31.30 | 24.32 | 2.33 | + 86.17 | 31.30 | 23.83 | - | + 86.17 | 31.30 | 23.35 | - | + 86.17 | 31.30 | 22.86 | - | + 86.17 | 31.30 | 22.37 | - | + 86.17 | 31.30 | 21.88 | - | + 86.17 | 31.30 | 21.40 | - | + 86.17 | 31.30 | 20.91 | - | + 86.17 | 31.30 | 20.42 | - | + 86.17 | 31.30 | 19.93 | - | + 86.17 | 34.07 | 28.56 | 2.41 | Evaluated earlier. + 86.17 | 34.07 | 28.07 | 2.40 | Evaluated earlier. + 86.17 | 34.07 | 27.59 | 2.37 | + 86.17 | 34.07 | 27.10 | 2.31 | + 86.17 | 34.07 | 26.61 | 2.23 | + 86.17 | 34.07 | 26.12 | - | + 86.17 | 34.07 | 25.64 | - | + 86.17 | 34.07 | 25.15 | - | + 86.17 | 34.07 | 24.66 | - | + 86.17 | 34.07 | 24.17 | - | + 86.17 | 34.07 | 23.69 | - | + 86.17 | 34.07 | 23.20 | - | + 86.17 | 34.07 | 22.71 | - | + 86.17 | 36.85 | 31.34 | 2.47 | Evaluated earlier. + 86.17 | 36.85 | 30.85 | 2.46 | Evaluated earlier. + 86.17 | 36.85 | 30.36 | 2.44 | + 86.17 | 36.85 | 29.88 | 2.39 | + 86.17 | 36.85 | 29.39 | 2.22 | + 86.17 | 36.85 | 28.90 | - | + 86.17 | 36.85 | 28.41 | - | + 86.17 | 36.85 | 27.93 | - | + 86.17 | 36.85 | 27.44 | - | + 86.17 | 36.85 | 26.95 | - | + 86.17 | 36.85 | 26.46 | - | + 86.17 | 36.85 | 25.98 | - | + 86.17 | 36.85 | 25.49 | - | + ---------|---------|---------|---------| + 88.94 | 11.85 | 6.34 | 17.45 | Evaluated earlier. + 88.94 | 11.85 | 5.85 | 17.91 | Evaluated earlier. + 88.94 | 11.85 | 5.36 | 18.93 | + 88.94 | 11.85 | 4.88 | - | + 88.94 | 11.85 | 4.39 | - | + 88.94 | 11.85 | 3.90 | - | + 88.94 | 11.85 | 3.41 | - | + 88.94 | 11.85 | 2.93 | - | + 88.94 | 11.85 | 2.44 | - | + 88.94 | 11.85 | 1.95 | - | + 88.94 | 11.85 | 1.46 | - | + 88.94 | 11.85 | 0.98 | - | + 88.94 | 11.85 | 0.49 | - | + 88.94 | 14.63 | 9.12 | 10.60 | Evaluated earlier. + 88.94 | 14.63 | 8.63 | 14.65 | Evaluated earlier. + 88.94 | 14.63 | 8.14 | 16.95 | + 88.94 | 14.63 | 7.65 | - | + 88.94 | 14.63 | 7.17 | - | + 88.94 | 14.63 | 6.68 | - | + 88.94 | 14.63 | 6.19 | - | + 88.94 | 14.63 | 5.70 | - | + 88.94 | 14.63 | 5.22 | - | + 88.94 | 14.63 | 4.73 | - | + 88.94 | 14.63 | 4.24 | - | + 88.94 | 14.63 | 3.75 | - | + 88.94 | 14.63 | 3.27 | - | + 88.94 | 17.41 | 11.90 | 6.12 | Evaluated earlier. + 88.94 | 17.41 | 11.41 | 8.56 | Evaluated earlier. + 88.94 | 17.41 | 10.92 | 13.85 | + 88.94 | 17.41 | 10.43 | - | + 88.94 | 17.41 | 9.94 | - | + 88.94 | 17.41 | 9.46 | - | + 88.94 | 17.41 | 8.97 | - | + 88.94 | 17.41 | 8.48 | - | + 88.94 | 17.41 | 7.99 | - | + 88.94 | 17.41 | 7.51 | - | + 88.94 | 17.41 | 7.02 | - | + 88.94 | 17.41 | 6.53 | - | + 88.94 | 17.41 | 6.04 | - | + 88.94 | 20.19 | 14.67 | 4.29 | Evaluated earlier. + 88.94 | 20.19 | 14.19 | 5.51 | Evaluated earlier. + 88.94 | 20.19 | 13.70 | 8.38 | + 88.94 | 20.19 | 13.21 | - | + 88.94 | 20.19 | 12.72 | - | + 88.94 | 20.19 | 12.23 | - | + 88.94 | 20.19 | 11.75 | - | + 88.94 | 20.19 | 11.26 | - | + 88.94 | 20.19 | 10.77 | - | + 88.94 | 20.19 | 10.28 | - | + 88.94 | 20.19 | 9.80 | - | + 88.94 | 20.19 | 9.31 | - | + 88.94 | 20.19 | 8.82 | - | + 88.94 | 22.96 | 17.45 | 3.38 | Evaluated earlier. + 88.94 | 22.96 | 16.96 | 4.08 | Evaluated earlier. + 88.94 | 22.96 | 16.48 | 5.57 | + 88.94 | 22.96 | 15.99 | - | + 88.94 | 22.96 | 15.50 | - | + 88.94 | 22.96 | 15.01 | - | + 88.94 | 22.96 | 14.52 | - | + 88.94 | 22.96 | 14.04 | - | + 88.94 | 22.96 | 13.55 | - | + 88.94 | 22.96 | 13.06 | - | + 88.94 | 22.96 | 12.57 | - | + 88.94 | 22.96 | 12.09 | - | + 88.94 | 22.96 | 11.60 | - | + 88.94 | 25.74 | 20.23 | 2.86 | Evaluated earlier. + 88.94 | 25.74 | 19.74 | 3.30 | Evaluated earlier. + 88.94 | 25.74 | 19.25 | 4.16 | + 88.94 | 25.74 | 18.77 | - | + 88.94 | 25.74 | 18.28 | - | + 88.94 | 25.74 | 17.79 | - | + 88.94 | 25.74 | 17.30 | - | + 88.94 | 25.74 | 16.81 | - | + 88.94 | 25.74 | 16.33 | - | + 88.94 | 25.74 | 15.84 | - | + 88.94 | 25.74 | 15.35 | - | + 88.94 | 25.74 | 14.86 | - | + 88.94 | 25.74 | 14.38 | - | + 88.94 | 28.52 | 23.01 | 2.58 | Evaluated earlier. + 88.94 | 28.52 | 22.52 | 2.85 | Evaluated earlier. + 88.94 | 28.52 | 22.03 | 3.36 | + 88.94 | 28.52 | 21.54 | - | + 88.94 | 28.52 | 21.06 | - | + 88.94 | 28.52 | 20.57 | - | + 88.94 | 28.52 | 20.08 | - | + 88.94 | 28.52 | 19.59 | - | + 88.94 | 28.52 | 19.10 | - | + 88.94 | 28.52 | 18.62 | - | + 88.94 | 28.52 | 18.13 | - | + 88.94 | 28.52 | 17.64 | - | + 88.94 | 28.52 | 17.15 | - | + 88.94 | 31.30 | 25.78 | 2.37 | Evaluated earlier. + 88.94 | 31.30 | 25.30 | 2.58 | Evaluated earlier. + 88.94 | 31.30 | 24.81 | 2.93 | + 88.94 | 31.30 | 24.32 | - | + 88.94 | 31.30 | 23.83 | - | + 88.94 | 31.30 | 23.35 | - | + 88.94 | 31.30 | 22.86 | - | + 88.94 | 31.30 | 22.37 | - | + 88.94 | 31.30 | 21.88 | - | + 88.94 | 31.30 | 21.40 | - | + 88.94 | 31.30 | 20.91 | - | + 88.94 | 31.30 | 20.42 | - | + 88.94 | 31.30 | 19.93 | - | + 88.94 | 34.07 | 28.56 | 2.26 | Evaluated earlier. + 88.94 | 34.07 | 28.07 | 2.40 | Evaluated earlier. + 88.94 | 34.07 | 27.59 | 2.65 | + 88.94 | 34.07 | 27.10 | - | + 88.94 | 34.07 | 26.61 | - | + 88.94 | 34.07 | 26.12 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=78.05 till 81.53 taken. + 88.94 | 34.07 | 25.64 | - | + 88.94 | 34.07 | 25.15 | - | + 88.94 | 34.07 | 24.66 | - | + 88.94 | 34.07 | 24.17 | - | + 88.94 | 34.07 | 23.69 | - | + 88.94 | 34.07 | 23.20 | - | + 88.94 | 34.07 | 22.71 | - | + 88.94 | 36.85 | 31.34 | 2.25 | Evaluated earlier. + 88.94 | 36.85 | 30.85 | 2.32 | Evaluated earlier. + 88.94 | 36.85 | 30.36 | 2.48 | + 88.94 | 36.85 | 29.88 | - | + 88.94 | 36.85 | 29.39 | - | + 88.94 | 36.85 | 28.90 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=75.37 till 82.38 taken. + 88.94 | 36.85 | 28.41 | - | + 88.94 | 36.85 | 27.93 | - | + 88.94 | 36.85 | 27.44 | - | + 88.94 | 36.85 | 26.95 | - | + 88.94 | 36.85 | 26.46 | - | + 88.94 | 36.85 | 25.98 | - | + 88.94 | 36.85 | 25.49 | - | + ---------|---------|---------|---------| + 91.72 | 11.85 | 6.34 | 6.86 | Evaluated earlier. + 91.72 | 11.85 | 5.85 | 8.27 | Evaluated earlier. + 91.72 | 11.85 | 5.36 | 10.92 | + 91.72 | 11.85 | 4.88 | - | + 91.72 | 11.85 | 4.39 | - | + 91.72 | 11.85 | 3.90 | - | + 91.72 | 11.85 | 3.41 | - | + 91.72 | 11.85 | 2.93 | - | + 91.72 | 11.85 | 2.44 | - | + 91.72 | 11.85 | 1.95 | - | + 91.72 | 11.85 | 1.46 | - | + 91.72 | 11.85 | 0.98 | - | + 91.72 | 11.85 | 0.49 | - | + 91.72 | 14.63 | 9.12 | 5.25 | Evaluated earlier. + 91.72 | 14.63 | 8.63 | 6.16 | Evaluated earlier. + 91.72 | 14.63 | 8.14 | 7.79 | + 91.72 | 14.63 | 7.65 | - | + 91.72 | 14.63 | 7.17 | - | + 91.72 | 14.63 | 6.68 | - | + 91.72 | 14.63 | 6.19 | - | + 91.72 | 14.63 | 5.70 | - | + 91.72 | 14.63 | 5.22 | - | + 91.72 | 14.63 | 4.73 | - | + 91.72 | 14.63 | 4.24 | - | + 91.72 | 14.63 | 3.75 | - | + 91.72 | 14.63 | 3.27 | - | + 91.72 | 17.41 | 11.90 | 4.61 | Evaluated earlier. + 91.72 | 17.41 | 11.41 | 5.36 | Evaluated earlier. + 91.72 | 17.41 | 10.92 | 6.68 | + 91.72 | 17.41 | 10.43 | - | + 91.72 | 17.41 | 9.94 | - | + 91.72 | 17.41 | 9.46 | - | + 91.72 | 17.41 | 8.97 | - | + 91.72 | 17.41 | 8.48 | - | + 91.72 | 17.41 | 7.99 | - | + 91.72 | 17.41 | 7.51 | - | + 91.72 | 17.41 | 7.02 | - | + 91.72 | 17.41 | 6.53 | - | + 91.72 | 17.41 | 6.04 | - | + 91.72 | 20.19 | 14.67 | 4.28 | Evaluated earlier. + 91.72 | 20.19 | 14.19 | 4.95 | Evaluated earlier. + 91.72 | 20.19 | 13.70 | 6.13 | + 91.72 | 20.19 | 13.21 | - | + 91.72 | 20.19 | 12.72 | - | + 91.72 | 20.19 | 12.23 | - | + 91.72 | 20.19 | 11.75 | - | + 91.72 | 20.19 | 11.26 | - | + 91.72 | 20.19 | 10.77 | - | + 91.72 | 20.19 | 10.28 | - | + 91.72 | 20.19 | 9.80 | - | + 91.72 | 20.19 | 9.31 | - | + 91.72 | 20.19 | 8.82 | - | + 91.72 | 22.96 | 17.45 | 3.88 | Evaluated earlier. + 91.72 | 22.96 | 16.96 | 4.70 | Evaluated earlier. + 91.72 | 22.96 | 16.48 | 5.80 | + 91.72 | 22.96 | 15.99 | - | + 91.72 | 22.96 | 15.50 | - | + 91.72 | 22.96 | 15.01 | - | + 91.72 | 22.96 | 14.52 | - | + 91.72 | 22.96 | 14.04 | - | + 91.72 | 22.96 | 13.55 | - | + 91.72 | 22.96 | 13.06 | - | + 91.72 | 22.96 | 12.57 | - | + 91.72 | 22.96 | 12.09 | - | + 91.72 | 22.96 | 11.60 | - | + 91.72 | 25.74 | 20.23 | 3.43 | Evaluated earlier. + 91.72 | 25.74 | 19.74 | 4.28 | Evaluated earlier. + 91.72 | 25.74 | 19.25 | 5.59 | + 91.72 | 25.74 | 18.77 | - | + 91.72 | 25.74 | 18.28 | - | + 91.72 | 25.74 | 17.79 | - | + 91.72 | 25.74 | 17.30 | - | + 91.72 | 25.74 | 16.81 | - | + 91.72 | 25.74 | 16.33 | - | + 91.72 | 25.74 | 15.84 | - | + 91.72 | 25.74 | 15.35 | - | + 91.72 | 25.74 | 14.86 | - | + 91.72 | 25.74 | 14.38 | - | + 91.72 | 28.52 | 23.01 | 3.05 | Evaluated earlier. + 91.72 | 28.52 | 22.52 | 3.74 | Evaluated earlier. + 91.72 | 28.52 | 22.03 | 5.31 | + 91.72 | 28.52 | 21.54 | - | + 91.72 | 28.52 | 21.06 | - | + 91.72 | 28.52 | 20.57 | - | + 91.72 | 28.52 | 20.08 | - | + 91.72 | 28.52 | 19.59 | - | + 91.72 | 28.52 | 19.10 | - | + 91.72 | 28.52 | 18.62 | - | + 91.72 | 28.52 | 18.13 | - | + 91.72 | 28.52 | 17.64 | - | + 91.72 | 28.52 | 17.15 | - | + 91.72 | 31.30 | 25.78 | 2.74 | Evaluated earlier. + 91.72 | 31.30 | 25.30 | 3.27 | Evaluated earlier. + 91.72 | 31.30 | 24.81 | 4.60 | + 91.72 | 31.30 | 24.32 | - | + 91.72 | 31.30 | 23.83 | - | + 91.72 | 31.30 | 23.35 | - | + 91.72 | 31.30 | 22.86 | - | + 91.72 | 31.30 | 22.37 | - | + 91.72 | 31.30 | 21.88 | - | + 91.72 | 31.30 | 21.40 | - | + 91.72 | 31.30 | 20.91 | - | + 91.72 | 31.30 | 20.42 | - | + 91.72 | 31.30 | 19.93 | - | + 91.72 | 34.07 | 28.56 | 2.52 | Evaluated earlier. + 91.72 | 34.07 | 28.07 | 2.89 | Evaluated earlier. + 91.72 | 34.07 | 27.59 | 3.89 | + 91.72 | 34.07 | 27.10 | - | + 91.72 | 34.07 | 26.61 | - | + 91.72 | 34.07 | 26.12 | - | + 91.72 | 34.07 | 25.64 | - | + 91.72 | 34.07 | 25.15 | - | + 91.72 | 34.07 | 24.66 | - | + 91.72 | 34.07 | 24.17 | - | + 91.72 | 34.07 | 23.69 | - | + 91.72 | 34.07 | 23.20 | - | + 91.72 | 34.07 | 22.71 | - | + 91.72 | 36.85 | 31.34 | 2.37 | Evaluated earlier. + 91.72 | 36.85 | 30.85 | 2.63 | Evaluated earlier. + 91.72 | 36.85 | 30.36 | 3.31 | + 91.72 | 36.85 | 29.88 | - | + 91.72 | 36.85 | 29.39 | - | + 91.72 | 36.85 | 28.90 | - | + 91.72 | 36.85 | 28.41 | - | + 91.72 | 36.85 | 27.93 | - | + 91.72 | 36.85 | 27.44 | - | + 91.72 | 36.85 | 26.95 | - | + 91.72 | 36.85 | 26.46 | - | + 91.72 | 36.85 | 25.98 | - | + 91.72 | 36.85 | 25.49 | - | + ---------|---------|---------|---------| + 94.50 | 11.85 | 6.34 | 2.83 | Evaluated earlier. + 94.50 | 11.85 | 5.85 | 2.87 | Evaluated earlier. + 94.50 | 11.85 | 5.36 | 3.17 | + 94.50 | 11.85 | 4.88 | - | + 94.50 | 11.85 | 4.39 | - | + 94.50 | 11.85 | 3.90 | - | + 94.50 | 11.85 | 3.41 | - | + 94.50 | 11.85 | 2.93 | - | + 94.50 | 11.85 | 2.44 | - | + 94.50 | 11.85 | 1.95 | - | + 94.50 | 11.85 | 1.46 | - | + 94.50 | 11.85 | 0.98 | - | + 94.50 | 11.85 | 0.49 | - | + 94.50 | 14.63 | 9.12 | 2.73 | Evaluated earlier. + 94.50 | 14.63 | 8.63 | 2.77 | Evaluated earlier. + 94.50 | 14.63 | 8.14 | 3.18 | + 94.50 | 14.63 | 7.65 | - | + 94.50 | 14.63 | 7.17 | - | + 94.50 | 14.63 | 6.68 | - | + 94.50 | 14.63 | 6.19 | - | + 94.50 | 14.63 | 5.70 | - | + 94.50 | 14.63 | 5.22 | - | + 94.50 | 14.63 | 4.73 | - | + 94.50 | 14.63 | 4.24 | - | + 94.50 | 14.63 | 3.75 | - | + 94.50 | 14.63 | 3.27 | - | + 94.50 | 17.41 | 11.90 | 2.74 | Evaluated earlier. + 94.50 | 17.41 | 11.41 | 2.79 | Evaluated earlier. + 94.50 | 17.41 | 10.92 | 3.24 | + 94.50 | 17.41 | 10.43 | - | + 94.50 | 17.41 | 9.94 | - | + 94.50 | 17.41 | 9.46 | - | + 94.50 | 17.41 | 8.97 | - | + 94.50 | 17.41 | 8.48 | - | + 94.50 | 17.41 | 7.99 | - | + 94.50 | 17.41 | 7.51 | - | + 94.50 | 17.41 | 7.02 | - | + 94.50 | 17.41 | 6.53 | - | + 94.50 | 17.41 | 6.04 | - | + 94.50 | 20.19 | 14.67 | 2.78 | Evaluated earlier. + 94.50 | 20.19 | 14.19 | 2.84 | Evaluated earlier. + 94.50 | 20.19 | 13.70 | 3.32 | + 94.50 | 20.19 | 13.21 | - | + 94.50 | 20.19 | 12.72 | - | + 94.50 | 20.19 | 12.23 | - | + 94.50 | 20.19 | 11.75 | - | + 94.50 | 20.19 | 11.26 | - | + 94.50 | 20.19 | 10.77 | - | + 94.50 | 20.19 | 10.28 | - | + 94.50 | 20.19 | 9.80 | - | + 94.50 | 20.19 | 9.31 | - | + 94.50 | 20.19 | 8.82 | - | + 94.50 | 22.96 | 17.45 | 2.83 | Evaluated earlier. + 94.50 | 22.96 | 16.96 | 2.90 | Evaluated earlier. + 94.50 | 22.96 | 16.48 | 3.40 | + 94.50 | 22.96 | 15.99 | - | + 94.50 | 22.96 | 15.50 | - | + 94.50 | 22.96 | 15.01 | - | + 94.50 | 22.96 | 14.52 | - | + 94.50 | 22.96 | 14.04 | - | + 94.50 | 22.96 | 13.55 | - | + 94.50 | 22.96 | 13.06 | - | + 94.50 | 22.96 | 12.57 | - | + 94.50 | 22.96 | 12.09 | - | + 94.50 | 22.96 | 11.60 | - | + 94.50 | 25.74 | 20.23 | 2.88 | Evaluated earlier. + 94.50 | 25.74 | 19.74 | 2.96 | Evaluated earlier. + 94.50 | 25.74 | 19.25 | 3.47 | + 94.50 | 25.74 | 18.77 | - | + 94.50 | 25.74 | 18.28 | - | + 94.50 | 25.74 | 17.79 | - | + 94.50 | 25.74 | 17.30 | - | + 94.50 | 25.74 | 16.81 | - | + 94.50 | 25.74 | 16.33 | - | + 94.50 | 25.74 | 15.84 | - | + 94.50 | 25.74 | 15.35 | - | + 94.50 | 25.74 | 14.86 | - | + 94.50 | 25.74 | 14.38 | - | + 94.50 | 28.52 | 23.01 | 2.93 | Evaluated earlier. + 94.50 | 28.52 | 22.52 | 3.02 | Evaluated earlier. + 94.50 | 28.52 | 22.03 | 3.55 | + 94.50 | 28.52 | 21.54 | - | + 94.50 | 28.52 | 21.06 | - | + 94.50 | 28.52 | 20.57 | - | + 94.50 | 28.52 | 20.08 | - | + 94.50 | 28.52 | 19.59 | - | + 94.50 | 28.52 | 19.10 | - | + 94.50 | 28.52 | 18.62 | - | + 94.50 | 28.52 | 18.13 | - | + 94.50 | 28.52 | 17.64 | - | + 94.50 | 28.52 | 17.15 | - | + 94.50 | 31.30 | 25.78 | 2.96 | Evaluated earlier. + 94.50 | 31.30 | 25.30 | 3.08 | Evaluated earlier. + 94.50 | 31.30 | 24.81 | 3.61 | + 94.50 | 31.30 | 24.32 | - | + 94.50 | 31.30 | 23.83 | - | + 94.50 | 31.30 | 23.35 | - | + 94.50 | 31.30 | 22.86 | - | + 94.50 | 31.30 | 22.37 | - | + 94.50 | 31.30 | 21.88 | - | + 94.50 | 31.30 | 21.40 | - | + 94.50 | 31.30 | 20.91 | - | + 94.50 | 31.30 | 20.42 | - | + 94.50 | 31.30 | 19.93 | - | + 94.50 | 34.07 | 28.56 | 2.90 | Evaluated earlier. + 94.50 | 34.07 | 28.07 | 3.13 | Evaluated earlier. + 94.50 | 34.07 | 27.59 | 3.68 | + 94.50 | 34.07 | 27.10 | - | + 94.50 | 34.07 | 26.61 | - | + 94.50 | 34.07 | 26.12 | - | + 94.50 | 34.07 | 25.64 | - | + 94.50 | 34.07 | 25.15 | - | + 94.50 | 34.07 | 24.66 | - | + 94.50 | 34.07 | 24.17 | - | + 94.50 | 34.07 | 23.69 | - | + 94.50 | 34.07 | 23.20 | - | + 94.50 | 34.07 | 22.71 | - | + 94.50 | 36.85 | 31.34 | 2.76 | Evaluated earlier. + 94.50 | 36.85 | 30.85 | 3.13 | Evaluated earlier. + 94.50 | 36.85 | 30.36 | 3.74 | + 94.50 | 36.85 | 29.88 | - | + 94.50 | 36.85 | 29.39 | - | + 94.50 | 36.85 | 28.90 | - | + 94.50 | 36.85 | 28.41 | - | + 94.50 | 36.85 | 27.93 | - | + 94.50 | 36.85 | 27.44 | - | + 94.50 | 36.85 | 26.95 | - | + 94.50 | 36.85 | 26.46 | - | + 94.50 | 36.85 | 25.98 | - | + 94.50 | 36.85 | 25.49 | - | + ---------|---------|---------|---------| + 68.11 | 16.02 | 12.94 | - | + ---------|---------|---------|---------| + 68.11 | 16.02 | 12.46 | - | + ---------|---------|---------|---------| + 68.11 | 16.02 | 11.97 | - | + ---------|---------|---------|---------| + 68.11 | 16.02 | 11.48 | - | + ---------|---------|---------|---------| + 68.11 | 16.02 | 10.99 | - | + ---------|---------|---------|---------| + 68.11 | 16.02 | 10.51 | - | + ---------|---------|---------|---------| + 68.11 | 16.02 | 10.02 | - | + ---------|---------|---------|---------| + 68.11 | 16.02 | 9.53 | - | + ---------|---------|---------|---------| + 68.11 | 16.02 | 9.04 | - | + ---------|---------|---------|---------| + 68.11 | 16.02 | 8.56 | - | + ---------|---------|---------|---------| + 68.11 | 16.02 | 8.07 | - | + ---------|---------|---------|---------| + 68.11 | 16.02 | 7.58 | - | + ---------|---------|---------|---------| + 68.11 | 16.02 | 7.09 | - | + ---------|---------|---------|---------| + 68.11 | 18.80 | 15.72 | - | + ---------|---------|---------|---------| + 68.11 | 18.80 | 15.23 | - | + ---------|---------|---------|---------| + 68.11 | 18.80 | 14.75 | - | + ---------|---------|---------|---------| + 68.11 | 18.80 | 14.26 | - | + ---------|---------|---------|---------| + 68.11 | 18.80 | 13.77 | - | + ---------|---------|---------|---------| + 68.11 | 18.80 | 13.28 | - | + ---------|---------|---------|---------| + 68.11 | 18.80 | 12.80 | - | + ---------|---------|---------|---------| + 68.11 | 18.80 | 12.31 | - | + ---------|---------|---------|---------| + 68.11 | 18.80 | 11.82 | - | + ---------|---------|---------|---------| + 68.11 | 18.80 | 11.33 | - | + ---------|---------|---------|---------| + 68.11 | 18.80 | 10.85 | - | + ---------|---------|---------|---------| + 68.11 | 18.80 | 10.36 | - | + ---------|---------|---------|---------| + 68.11 | 18.80 | 9.87 | - | + ---------|---------|---------|---------| + 68.11 | 21.57 | 18.50 | - | + ---------|---------|---------|---------| + 68.11 | 21.57 | 18.01 | - | + ---------|---------|---------|---------| + 68.11 | 21.57 | 17.52 | - | + ---------|---------|---------|---------| + 68.11 | 21.57 | 17.04 | - | + ---------|---------|---------|---------| + 68.11 | 21.57 | 16.55 | - | + ---------|---------|---------|---------| + 68.11 | 21.57 | 16.06 | - | + ---------|---------|---------|---------| + 68.11 | 21.57 | 15.57 | - | + ---------|---------|---------|---------| + 68.11 | 21.57 | 15.09 | - | + ---------|---------|---------|---------| + 68.11 | 21.57 | 14.60 | - | + ---------|---------|---------|---------| + 68.11 | 21.57 | 14.11 | - | + ---------|---------|---------|---------| + 68.11 | 21.57 | 13.62 | - | + ---------|---------|---------|---------| + 68.11 | 21.57 | 13.14 | - | + ---------|---------|---------|---------| + 68.11 | 21.57 | 12.65 | - | + ---------|---------|---------|---------| + 68.11 | 24.35 | 21.28 | - | + ---------|---------|---------|---------| + 68.11 | 24.35 | 20.79 | - | + ---------|---------|---------|---------| + 68.11 | 24.35 | 20.30 | - | + ---------|---------|---------|---------| + 68.11 | 24.35 | 19.81 | - | + ---------|---------|---------|---------| + 68.11 | 24.35 | 19.33 | - | + ---------|---------|---------|---------| + 68.11 | 24.35 | 18.84 | - | + ---------|---------|---------|---------| + 68.11 | 24.35 | 18.35 | - | + ---------|---------|---------|---------| + 68.11 | 24.35 | 17.86 | - | + ---------|---------|---------|---------| + 68.11 | 24.35 | 17.38 | - | + ---------|---------|---------|---------| + 68.11 | 24.35 | 16.89 | - | + ---------|---------|---------|---------| + 68.11 | 24.35 | 16.40 | - | + ---------|---------|---------|---------| + 68.11 | 24.35 | 15.91 | - | + ---------|---------|---------|---------| + 68.11 | 24.35 | 15.43 | - | + ---------|---------|---------|---------| + 68.11 | 27.13 | 24.06 | - | + ---------|---------|---------|---------| + 68.11 | 27.13 | 23.57 | - | + ---------|---------|---------|---------| + 68.11 | 27.13 | 23.08 | - | + ---------|---------|---------|---------| + 68.11 | 27.13 | 22.59 | - | + ---------|---------|---------|---------| + 68.11 | 27.13 | 22.11 | - | + ---------|---------|---------|---------| + 68.11 | 27.13 | 21.62 | - | + ---------|---------|---------|---------| + 68.11 | 27.13 | 21.13 | - | + ---------|---------|---------|---------| + 68.11 | 27.13 | 20.64 | - | + ---------|---------|---------|---------| + 68.11 | 27.13 | 20.15 | - | + ---------|---------|---------|---------| + 68.11 | 27.13 | 19.67 | - | + ---------|---------|---------|---------| + 68.11 | 27.13 | 19.18 | - | + ---------|---------|---------|---------| + 68.11 | 27.13 | 18.69 | - | + ---------|---------|---------|---------| + 68.11 | 27.13 | 18.20 | - | + ---------|---------|---------|---------| + 68.11 | 29.91 | 26.83 | - | + ---------|---------|---------|---------| + 68.11 | 29.91 | 26.35 | - | + ---------|---------|---------|---------| + 68.11 | 29.91 | 25.86 | - | + ---------|---------|---------|---------| + 68.11 | 29.91 | 25.37 | - | + ---------|---------|---------|---------| + 68.11 | 29.91 | 24.88 | - | + ---------|---------|---------|---------| + 68.11 | 29.91 | 24.40 | - | + ---------|---------|---------|---------| + 68.11 | 29.91 | 23.91 | - | + ---------|---------|---------|---------| + 68.11 | 29.91 | 23.42 | - | + ---------|---------|---------|---------| + 68.11 | 29.91 | 22.93 | - | + ---------|---------|---------|---------| + 68.11 | 29.91 | 22.44 | - | + ---------|---------|---------|---------| + 68.11 | 29.91 | 21.96 | - | + ---------|---------|---------|---------| + 68.11 | 29.91 | 21.47 | - | + ---------|---------|---------|---------| + 68.11 | 29.91 | 20.98 | - | + ---------|---------|---------|---------| + 68.11 | 32.69 | 29.61 | - | + ---------|---------|---------|---------| + 68.11 | 32.69 | 29.12 | - | + ---------|---------|---------|---------| + 68.11 | 32.69 | 28.64 | - | + ---------|---------|---------|---------| + 68.11 | 32.69 | 28.15 | - | + ---------|---------|---------|---------| + 68.11 | 32.69 | 27.66 | - | + ---------|---------|---------|---------| + 68.11 | 32.69 | 27.17 | - | + ---------|---------|---------|---------| + 68.11 | 32.69 | 26.69 | - | + ---------|---------|---------|---------| + 68.11 | 32.69 | 26.20 | - | + ---------|---------|---------|---------| + 68.11 | 32.69 | 25.71 | - | + ---------|---------|---------|---------| + 68.11 | 32.69 | 25.22 | - | + ---------|---------|---------|---------| + 68.11 | 32.69 | 24.73 | - | + ---------|---------|---------|---------| + 68.11 | 32.69 | 24.25 | - | + ---------|---------|---------|---------| + 68.11 | 32.69 | 23.76 | - | + ---------|---------|---------|---------| + 68.11 | 35.46 | 32.39 | - | + ---------|---------|---------|---------| + 68.11 | 35.46 | 31.90 | - | + ---------|---------|---------|---------| + 68.11 | 35.46 | 31.41 | - | + ---------|---------|---------|---------| + 68.11 | 35.46 | 30.93 | - | + ---------|---------|---------|---------| + 68.11 | 35.46 | 30.44 | - | + ---------|---------|---------|---------| + 68.11 | 35.46 | 29.95 | - | + ---------|---------|---------|---------| + 68.11 | 35.46 | 29.46 | - | + ---------|---------|---------|---------| + 68.11 | 35.46 | 28.98 | - | + ---------|---------|---------|---------| + 68.11 | 35.46 | 28.49 | - | + ---------|---------|---------|---------| + 68.11 | 35.46 | 28.00 | - | + ---------|---------|---------|---------| + 68.11 | 35.46 | 27.51 | - | + ---------|---------|---------|---------| + 68.11 | 35.46 | 27.02 | - | + ---------|---------|---------|---------| + 68.11 | 35.46 | 26.54 | - | + ---------|---------|---------|---------| + 68.11 | 38.24 | 35.17 | - | + ---------|---------|---------|---------| + 68.11 | 38.24 | 34.68 | - | + ---------|---------|---------|---------| + 68.11 | 38.24 | 34.19 | - | + ---------|---------|---------|---------| + 68.11 | 38.24 | 33.70 | - | + ---------|---------|---------|---------| + 68.11 | 38.24 | 33.22 | - | + ---------|---------|---------|---------| + 68.11 | 38.24 | 32.73 | - | + ---------|---------|---------|---------| + 68.11 | 38.24 | 32.24 | - | + ---------|---------|---------|---------| + 68.11 | 38.24 | 31.75 | - | + ---------|---------|---------|---------| + 68.11 | 38.24 | 31.27 | - | + ---------|---------|---------|---------| + 68.11 | 38.24 | 30.78 | - | + ---------|---------|---------|---------| + 68.11 | 38.24 | 30.29 | - | + ---------|---------|---------|---------| + 68.11 | 38.24 | 29.80 | - | + ---------|---------|---------|---------| + 68.11 | 38.24 | 29.31 | - | + ---------|---------|---------|---------| + 68.11 | 41.02 | 37.94 | - | + ---------|---------|---------|---------| + 68.11 | 41.02 | 37.46 | - | + ---------|---------|---------|---------| + 68.11 | 41.02 | 36.97 | - | + ---------|---------|---------|---------| + 68.11 | 41.02 | 36.48 | - | + ---------|---------|---------|---------| + 68.11 | 41.02 | 35.99 | - | + ---------|---------|---------|---------| + 68.11 | 41.02 | 35.51 | - | + ---------|---------|---------|---------| + 68.11 | 41.02 | 35.02 | - | + ---------|---------|---------|---------| + 68.11 | 41.02 | 34.53 | - | + ---------|---------|---------|---------| + 68.11 | 41.02 | 34.04 | - | + ---------|---------|---------|---------| + 68.11 | 41.02 | 33.56 | - | + ---------|---------|---------|---------| + 68.11 | 41.02 | 33.07 | - | + ---------|---------|---------|---------| + 68.11 | 41.02 | 32.58 | - | + ---------|---------|---------|---------| + 68.11 | 41.02 | 32.09 | - | + ---------|---------|---------|---------| + 70.89 | 16.02 | 12.94 | 28.52 | + ---------|---------|---------|---------| + 70.89 | 16.02 | 12.46 | 27.60 | + ---------|---------|---------|---------| + 70.89 | 16.02 | 11.97 | 26.14 | + ---------|---------|---------|---------| + 70.89 | 16.02 | 11.48 | 25.06 | + ---------|---------|---------|---------| + 70.89 | 16.02 | 10.99 | 25.58 | + ---------|---------|---------|---------| + 70.89 | 16.02 | 10.51 | 26.33 | + ---------|---------|---------|---------| + 70.89 | 16.02 | 10.02 | 27.13 | + ---------|---------|---------|---------| + 70.89 | 16.02 | 9.53 | 27.98 | + ---------|---------|---------|---------| + 70.89 | 16.02 | 9.04 | 29.98 | + ---------|---------|---------|---------| + 70.89 | 16.02 | 8.56 | 32.01 | + ---------|---------|---------|---------| + 70.89 | 16.02 | 8.07 | 35.21 | + ---------|---------|---------|---------| + 70.89 | 16.02 | 7.58 | 42.24 | + ---------|---------|---------|---------| + 70.89 | 16.02 | 7.09 | 64.22 | + ---------|---------|---------|---------| + 70.89 | 18.80 | 15.72 | 28.64 | + ---------|---------|---------|---------| + 70.89 | 18.80 | 15.23 | 27.37 | + ---------|---------|---------|---------| + 70.89 | 18.80 | 14.75 | 25.71 | + ---------|---------|---------|---------| + 70.89 | 18.80 | 14.26 | 24.31 | + ---------|---------|---------|---------| + 70.89 | 18.80 | 13.77 | 24.66 | + ---------|---------|---------|---------| + 70.89 | 18.80 | 13.28 | 25.21 | + ---------|---------|---------|---------| + 70.89 | 18.80 | 12.80 | 25.74 | + ---------|---------|---------|---------| + 70.89 | 18.80 | 12.31 | 26.11 | + ---------|---------|---------|---------| + 70.89 | 18.80 | 11.82 | 27.48 | + ---------|---------|---------|---------| + 70.89 | 18.80 | 11.33 | 28.39 | + ---------|---------|---------|---------| + 70.89 | 18.80 | 10.85 | 29.47 | + ---------|---------|---------|---------| + 70.89 | 18.80 | 10.36 | 31.61 | + ---------|---------|---------|---------| + 70.89 | 18.80 | 9.87 | 36.17 | + ---------|---------|---------|---------| + 70.89 | 21.57 | 18.50 | 30.29 | + ---------|---------|---------|---------| + 70.89 | 21.57 | 18.01 | 28.24 | + ---------|---------|---------|---------| + 70.89 | 21.57 | 17.52 | 26.33 | + ---------|---------|---------|---------| + 70.89 | 21.57 | 17.04 | 24.68 | + ---------|---------|---------|---------| + 70.89 | 21.57 | 16.55 | 24.85 | + ---------|---------|---------|---------| + 70.89 | 21.57 | 16.06 | 25.35 | + ---------|---------|---------|---------| + 70.89 | 21.57 | 15.57 | 25.91 | + ---------|---------|---------|---------| + 70.89 | 21.57 | 15.09 | 26.18 | + ---------|---------|---------|---------| + 70.89 | 21.57 | 14.60 | 27.40 | + ---------|---------|---------|---------| + 70.89 | 21.57 | 14.11 | 28.06 | + ---------|---------|---------|---------| + 70.89 | 21.57 | 13.62 | 28.68 | + ---------|---------|---------|---------| + 70.89 | 21.57 | 13.14 | 29.92 | + ---------|---------|---------|---------| + 70.89 | 21.57 | 12.65 | 32.35 | + ---------|---------|---------|---------| + 70.89 | 24.35 | 21.28 | 34.59 | + ---------|---------|---------|---------| + 70.89 | 24.35 | 20.79 | 30.76 | + ---------|---------|---------|---------| + 70.89 | 24.35 | 20.30 | 27.62 | + ---------|---------|---------|---------| + 70.89 | 24.35 | 19.81 | 25.57 | + ---------|---------|---------|---------| + 70.89 | 24.35 | 19.33 | 25.60 | + ---------|---------|---------|---------| + 70.89 | 24.35 | 18.84 | 25.97 | + ---------|---------|---------|---------| + 70.89 | 24.35 | 18.35 | 26.59 | + ---------|---------|---------|---------| + 70.89 | 24.35 | 17.86 | 26.92 | + ---------|---------|---------|---------| + 70.89 | 24.35 | 17.38 | 28.15 | + ---------|---------|---------|---------| + 70.89 | 24.35 | 16.89 | 28.71 | + ---------|---------|---------|---------| + 70.89 | 24.35 | 16.40 | 29.18 | + ---------|---------|---------|---------| + 70.89 | 24.35 | 15.91 | 30.12 | + ---------|---------|---------|---------| + 70.89 | 24.35 | 15.43 | 31.88 | + ---------|---------|---------|---------| + 70.89 | 27.13 | 24.06 | - | + ---------|---------|---------|---------| + 70.89 | 27.13 | 23.57 | 35.33 | + ---------|---------|---------|---------| + 70.89 | 27.13 | 23.08 | 30.29 | + ---------|---------|---------|---------| + 70.89 | 27.13 | 22.59 | 26.96 | + ---------|---------|---------|---------| + 70.89 | 27.13 | 22.11 | 26.70 | + ---------|---------|---------|---------| + 70.89 | 27.13 | 21.62 | 26.87 | + 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---------|---------|---------|---------| + 82.00 | 38.24 | 32.24 | 2.93 | + ---------|---------|---------|---------| + 82.00 | 38.24 | 31.75 | 2.81 | + ---------|---------|---------|---------| + 82.00 | 38.24 | 31.27 | 2.74 | + ---------|---------|---------|---------| + 82.00 | 38.24 | 30.78 | 12.59 | + ---------|---------|---------|---------| + 82.00 | 38.24 | 30.29 | 12.42 | + ---------|---------|---------|---------| + 82.00 | 38.24 | 29.80 | 12.26 | + ---------|---------|---------|---------| + 82.00 | 38.24 | 29.31 | 12.17 | + ---------|---------|---------|---------| + 82.00 | 41.02 | 37.94 | 4.56 | + ---------|---------|---------|---------| + 82.00 | 41.02 | 37.46 | 4.31 | + ---------|---------|---------|---------| + 82.00 | 41.02 | 36.97 | 3.87 | + ---------|---------|---------|---------| + 82.00 | 41.02 | 36.48 | 3.54 | + ---------|---------|---------|---------| + 82.00 | 41.02 | 35.99 | 3.32 | + ---------|---------|---------|---------| + 82.00 | 41.02 | 35.51 | 3.21 | + ---------|---------|---------|---------| + 82.00 | 41.02 | 35.02 | 3.09 | + ---------|---------|---------|---------| + 82.00 | 41.02 | 34.53 | 2.96 | + ---------|---------|---------|---------| + 82.00 | 41.02 | 34.04 | 2.88 | + ---------|---------|---------|---------| + 82.00 | 41.02 | 33.56 | 12.72 | + ---------|---------|---------|---------| + 82.00 | 41.02 | 33.07 | 12.56 | + ---------|---------|---------|---------| + 82.00 | 41.02 | 32.58 | 12.39 | + ---------|---------|---------|---------| + 82.00 | 41.02 | 32.09 | 12.30 | + ---------|---------|---------|---------| + 84.78 | 16.02 | 12.94 | 13.83 | + ---------|---------|---------|---------| + 84.78 | 16.02 | 12.46 | 13.67 | + ---------|---------|---------|---------| + 84.78 | 16.02 | 11.97 | 13.33 | + ---------|---------|---------|---------| + 84.78 | 16.02 | 11.48 | 13.04 | + ---------|---------|---------|---------| + 84.78 | 16.02 | 10.99 | 12.81 | + ---------|---------|---------|---------| + 84.78 | 16.02 | 10.51 | 12.80 | + ---------|---------|---------|---------| + 84.78 | 16.02 | 10.02 | 12.81 | + ---------|---------|---------|---------| + 84.78 | 16.02 | 9.53 | 12.86 | + ---------|---------|---------|---------| + 84.78 | 16.02 | 9.04 | - | + ---------|---------|---------|---------| + 84.78 | 16.02 | 8.56 | - | + ---------|---------|---------|---------| + 84.78 | 16.02 | 8.07 | - | + ---------|---------|---------|---------| + 84.78 | 16.02 | 7.58 | - | + ---------|---------|---------|---------| + 84.78 | 16.02 | 7.09 | - | + ---------|---------|---------|---------| + 84.78 | 18.80 | 15.72 | 13.36 | + ---------|---------|---------|---------| + 84.78 | 18.80 | 15.23 | 13.18 | + ---------|---------|---------|---------| + 84.78 | 18.80 | 14.75 | 12.91 | + ---------|---------|---------|---------| + 84.78 | 18.80 | 14.26 | 12.71 | + ---------|---------|---------|---------| + 84.78 | 18.80 | 13.77 | 12.53 | + ---------|---------|---------|---------| + 84.78 | 18.80 | 13.28 | 12.51 | + ---------|---------|---------|---------| + 84.78 | 18.80 | 12.80 | 12.48 | + ---------|---------|---------|---------| + 84.78 | 18.80 | 12.31 | 12.49 | + ---------|---------|---------|---------| + 84.78 | 18.80 | 11.82 | 12.58 | + ---------|---------|---------|---------| + 84.78 | 18.80 | 11.33 | - | + ---------|---------|---------|---------| + 84.78 | 18.80 | 10.85 | - | + ---------|---------|---------|---------| + 84.78 | 18.80 | 10.36 | - | + ---------|---------|---------|---------| + 84.78 | 18.80 | 9.87 | - | + ---------|---------|---------|---------| + 84.78 | 21.57 | 18.50 | 13.28 | + ---------|---------|---------|---------| + 84.78 | 21.57 | 18.01 | 13.07 | + ---------|---------|---------|---------| + 84.78 | 21.57 | 17.52 | 12.77 | + ---------|---------|---------|---------| + 84.78 | 21.57 | 17.04 | 12.53 | + ---------|---------|---------|---------| + 84.78 | 21.57 | 16.55 | 12.35 | + ---------|---------|---------|---------| + 84.78 | 21.57 | 16.06 | 12.32 | + ---------|---------|---------|---------| + 84.78 | 21.57 | 15.57 | 12.31 | + ---------|---------|---------|---------| + 84.78 | 21.57 | 15.09 | 12.33 | + ---------|---------|---------|---------| + 84.78 | 21.57 | 14.60 | 12.35 | + ---------|---------|---------|---------| + 84.78 | 21.57 | 14.11 | - | + ---------|---------|---------|---------| + 84.78 | 21.57 | 13.62 | - | + ---------|---------|---------|---------| + 84.78 | 21.57 | 13.14 | - | + ---------|---------|---------|---------| + 84.78 | 21.57 | 12.65 | - | + ---------|---------|---------|---------| + 84.78 | 24.35 | 21.28 | 13.26 | + ---------|---------|---------|---------| + 84.78 | 24.35 | 20.79 | 13.06 | + ---------|---------|---------|---------| + 84.78 | 24.35 | 20.30 | 12.77 | + ---------|---------|---------|---------| + 84.78 | 24.35 | 19.81 | 12.55 | + ---------|---------|---------|---------| + 84.78 | 24.35 | 19.33 | 12.34 | + ---------|---------|---------|---------| + 84.78 | 24.35 | 18.84 | 12.26 | + ---------|---------|---------|---------| + 84.78 | 24.35 | 18.35 | 12.22 | + ---------|---------|---------|---------| + 84.78 | 24.35 | 17.86 | 12.20 | + ---------|---------|---------|---------| + 84.78 | 24.35 | 17.38 | 12.22 | + ---------|---------|---------|---------| + 84.78 | 24.35 | 16.89 | - | + ---------|---------|---------|---------| + 84.78 | 24.35 | 16.40 | - | + ---------|---------|---------|---------| + 84.78 | 24.35 | 15.91 | - | + ---------|---------|---------|---------| + 84.78 | 24.35 | 15.43 | - | + ---------|---------|---------|---------| + 84.78 | 27.13 | 24.06 | 13.27 | + ---------|---------|---------|---------| + 84.78 | 27.13 | 23.57 | 13.08 | + ---------|---------|---------|---------| + 84.78 | 27.13 | 23.08 | 12.81 | + ---------|---------|---------|---------| + 84.78 | 27.13 | 22.59 | 12.59 | + ---------|---------|---------|---------| + 84.78 | 27.13 | 22.11 | 12.40 | + ---------|---------|---------|---------| + 84.78 | 27.13 | 21.62 | 12.34 | + ---------|---------|---------|---------| + 84.78 | 27.13 | 21.13 | 12.25 | + ---------|---------|---------|---------| + 84.78 | 27.13 | 20.64 | 12.17 | + ---------|---------|---------|---------| + 84.78 | 27.13 | 20.15 | 12.15 | + ---------|---------|---------|---------| + 84.78 | 27.13 | 19.67 | 12.09 | + ---------|---------|---------|---------| + 84.78 | 27.13 | 19.18 | - | + ---------|---------|---------|---------| + 84.78 | 27.13 | 18.69 | - | + ---------|---------|---------|---------| + 84.78 | 27.13 | 18.20 | - | + ---------|---------|---------|---------| + 84.78 | 29.91 | 26.83 | 3.31 | + ---------|---------|---------|---------| + 84.78 | 29.91 | 26.35 | 13.13 | + ---------|---------|---------|---------| + 84.78 | 29.91 | 25.86 | 12.86 | + ---------|---------|---------|---------| + 84.78 | 29.91 | 25.37 | 12.65 | + ---------|---------|---------|---------| + 84.78 | 29.91 | 24.88 | 12.46 | + ---------|---------|---------|---------| + 84.78 | 29.91 | 24.40 | 12.41 | + ---------|---------|---------|---------| + 84.78 | 29.91 | 23.91 | 12.35 | + ---------|---------|---------|---------| + 84.78 | 29.91 | 23.42 | 12.25 | + ---------|---------|---------|---------| + 84.78 | 29.91 | 22.93 | 12.15 | + ---------|---------|---------|---------| + 84.78 | 29.91 | 22.44 | 12.06 | + ---------|---------|---------|---------| + 84.78 | 29.91 | 21.96 | - | + ---------|---------|---------|---------| + 84.78 | 29.91 | 21.47 | - | + ---------|---------|---------|---------| + 84.78 | 29.91 | 20.98 | - | + ---------|---------|---------|---------| + 84.78 | 32.69 | 29.61 | 3.39 | + ---------|---------|---------|---------| + 84.78 | 32.69 | 29.12 | 3.19 | + ---------|---------|---------|---------| + 84.78 | 32.69 | 28.64 | 2.92 | + ---------|---------|---------|---------| + 84.78 | 32.69 | 28.15 | 12.72 | + ---------|---------|---------|---------| + 84.78 | 32.69 | 27.66 | 12.53 | + ---------|---------|---------|---------| + 84.78 | 32.69 | 27.17 | 12.49 | + ---------|---------|---------|---------| + 84.78 | 32.69 | 26.69 | 12.44 | + ---------|---------|---------|---------| + 84.78 | 32.69 | 26.20 | 12.36 | + ---------|---------|---------|---------| + 84.78 | 32.69 | 25.71 | 12.26 | + ---------|---------|---------|---------| + 84.78 | 32.69 | 25.22 | 12.08 | + ---------|---------|---------|---------| + 84.78 | 32.69 | 24.73 | 11.94 | + ---------|---------|---------|---------| + 84.78 | 32.69 | 24.25 | - | + ---------|---------|---------|---------| + 84.78 | 32.69 | 23.76 | - | + ---------|---------|---------|---------| + 84.78 | 35.46 | 32.39 | 3.48 | + ---------|---------|---------|---------| + 84.78 | 35.46 | 31.90 | 3.27 | + ---------|---------|---------|---------| + 84.78 | 35.46 | 31.41 | 2.99 | + ---------|---------|---------|---------| + 84.78 | 35.46 | 30.93 | 2.79 | + ---------|---------|---------|---------| + 84.78 | 35.46 | 30.44 | 12.60 | + ---------|---------|---------|---------| + 84.78 | 35.46 | 29.95 | 12.57 | + ---------|---------|---------|---------| + 84.78 | 35.46 | 29.46 | 12.53 | + ---------|---------|---------|---------| + 84.78 | 35.46 | 28.98 | 12.46 | + ---------|---------|---------|---------| + 84.78 | 35.46 | 28.49 | 12.37 | + ---------|---------|---------|---------| + 84.78 | 35.46 | 28.00 | 12.19 | + ---------|---------|---------|---------| + 84.78 | 35.46 | 27.51 | 11.97 | + ---------|---------|---------|---------| + 84.78 | 35.46 | 27.02 | - | + ---------|---------|---------|---------| + 84.78 | 35.46 | 26.54 | - | + ---------|---------|---------|---------| + 84.78 | 38.24 | 35.17 | 3.59 | + ---------|---------|---------|---------| + 84.78 | 38.24 | 34.68 | 3.38 | + ---------|---------|---------|---------| + 84.78 | 38.24 | 34.19 | 3.08 | + ---------|---------|---------|---------| + 84.78 | 38.24 | 33.70 | 2.87 | + ---------|---------|---------|---------| + 84.78 | 38.24 | 33.22 | 2.68 | + ---------|---------|---------|---------| + 84.78 | 38.24 | 32.73 | 2.65 | + ---------|---------|---------|---------| + 84.78 | 38.24 | 32.24 | 12.62 | + ---------|---------|---------|---------| + 84.78 | 38.24 | 31.75 | 12.56 | + ---------|---------|---------|---------| + 84.78 | 38.24 | 31.27 | 12.48 | + ---------|---------|---------|---------| + 84.78 | 38.24 | 30.78 | 12.30 | + ---------|---------|---------|---------| + 84.78 | 38.24 | 30.29 | 12.08 | + ---------|---------|---------|---------| + 84.78 | 38.24 | 29.80 | - | + ---------|---------|---------|---------| + 84.78 | 38.24 | 29.31 | - | + ---------|---------|---------|---------| + 84.78 | 41.02 | 37.94 | 3.70 | + ---------|---------|---------|---------| + 84.78 | 41.02 | 37.46 | 3.49 | + ---------|---------|---------|---------| + 84.78 | 41.02 | 36.97 | 3.18 | + ---------|---------|---------|---------| + 84.78 | 41.02 | 36.48 | 2.97 | + ---------|---------|---------|---------| + 84.78 | 41.02 | 35.99 | 2.78 | + ---------|---------|---------|---------| + 84.78 | 41.02 | 35.51 | 2.73 | + ---------|---------|---------|---------| + 84.78 | 41.02 | 35.02 | 2.70 | + ---------|---------|---------|---------| + 84.78 | 41.02 | 34.53 | 12.66 | + ---------|---------|---------|---------| + 84.78 | 41.02 | 34.04 | 12.59 | + ---------|---------|---------|---------| + 84.78 | 41.02 | 33.56 | 12.41 | + ---------|---------|---------|---------| + 84.78 | 41.02 | 33.07 | 12.19 | + ---------|---------|---------|---------| + 84.78 | 41.02 | 32.58 | 11.89 | + ---------|---------|---------|---------| + 84.78 | 41.02 | 32.09 | - | + ---------|---------|---------|---------| + 87.56 | 16.02 | 12.94 | 14.75 | + ---------|---------|---------|---------| + 87.56 | 16.02 | 12.46 | 14.63 | + ---------|---------|---------|---------| + 87.56 | 16.02 | 11.97 | 14.68 | + ---------|---------|---------|---------| + 87.56 | 16.02 | 11.48 | 14.78 | + ---------|---------|---------|---------| + 87.56 | 16.02 | 10.99 | 14.96 | + ---------|---------|---------|---------| + 87.56 | 16.02 | 10.51 | 15.52 | + ---------|---------|---------|---------| + 87.56 | 16.02 | 10.02 | 16.57 | + ---------|---------|---------|---------| + 87.56 | 16.02 | 9.53 | 18.71 | + ---------|---------|---------|---------| + 87.56 | 16.02 | 9.04 | - | + ---------|---------|---------|---------| + 87.56 | 16.02 | 8.56 | - | + ---------|---------|---------|---------| + 87.56 | 16.02 | 8.07 | - | + ---------|---------|---------|---------| + 87.56 | 16.02 | 7.58 | - | + ---------|---------|---------|---------| + 87.56 | 16.02 | 7.09 | - | + ---------|---------|---------|---------| + 87.56 | 18.80 | 15.72 | 13.81 | + ---------|---------|---------|---------| + 87.56 | 18.80 | 15.23 | 13.65 | + ---------|---------|---------|---------| + 87.56 | 18.80 | 14.75 | 13.60 | + ---------|---------|---------|---------| + 87.56 | 18.80 | 14.26 | 13.60 | + ---------|---------|---------|---------| + 87.56 | 18.80 | 13.77 | 13.66 | + ---------|---------|---------|---------| + 87.56 | 18.80 | 13.28 | 13.94 | + ---------|---------|---------|---------| + 87.56 | 18.80 | 12.80 | 14.56 | + ---------|---------|---------|---------| + 87.56 | 18.80 | 12.31 | 15.59 | + ---------|---------|---------|---------| + 87.56 | 18.80 | 11.82 | - | + ---------|---------|---------|---------| + 87.56 | 18.80 | 11.33 | - | + ---------|---------|---------|---------| + 87.56 | 18.80 | 10.85 | - | + ---------|---------|---------|---------| + 87.56 | 18.80 | 10.36 | - | + ---------|---------|---------|---------| + 87.56 | 18.80 | 9.87 | - | + ---------|---------|---------|---------| + 87.56 | 21.57 | 18.50 | 13.26 | + ---------|---------|---------|---------| + 87.56 | 21.57 | 18.01 | 13.11 | + ---------|---------|---------|---------| + 87.56 | 21.57 | 17.52 | 13.08 | + ---------|---------|---------|---------| + 87.56 | 21.57 | 17.04 | 13.03 | + ---------|---------|---------|---------| + 87.56 | 21.57 | 16.55 | 13.00 | + ---------|---------|---------|---------| + 87.56 | 21.57 | 16.06 | 13.15 | + ---------|---------|---------|---------| + 87.56 | 21.57 | 15.57 | 13.53 | + ---------|---------|---------|---------| + 87.56 | 21.57 | 15.09 | 14.15 | + ---------|---------|---------|---------| + 87.56 | 21.57 | 14.60 | - | + ---------|---------|---------|---------| + 87.56 | 21.57 | 14.11 | - | + ---------|---------|---------|---------| + 87.56 | 21.57 | 13.62 | - | + ---------|---------|---------|---------| + 87.56 | 21.57 | 13.14 | - | + ---------|---------|---------|---------| + 87.56 | 21.57 | 12.65 | - | + ---------|---------|---------|---------| + 87.56 | 24.35 | 21.28 | 13.02 | + ---------|---------|---------|---------| + 87.56 | 24.35 | 20.79 | 12.84 | + ---------|---------|---------|---------| + 87.56 | 24.35 | 20.30 | 12.74 | + ---------|---------|---------|---------| + 87.56 | 24.35 | 19.81 | 12.68 | + ---------|---------|---------|---------| + 87.56 | 24.35 | 19.33 | 12.65 | + ---------|---------|---------|---------| + 87.56 | 24.35 | 18.84 | 12.74 | + ---------|---------|---------|---------| + 87.56 | 24.35 | 18.35 | 12.96 | + ---------|---------|---------|---------| + 87.56 | 24.35 | 17.86 | 13.34 | + ---------|---------|---------|---------| + 87.56 | 24.35 | 17.38 | - | + ---------|---------|---------|---------| + 87.56 | 24.35 | 16.89 | - | + ---------|---------|---------|---------| + 87.56 | 24.35 | 16.40 | - | + ---------|---------|---------|---------| + 87.56 | 24.35 | 15.91 | - | + ---------|---------|---------|---------| + 87.56 | 24.35 | 15.43 | - | + ---------|---------|---------|---------| + 87.56 | 27.13 | 24.06 | 12.97 | + ---------|---------|---------|---------| + 87.56 | 27.13 | 23.57 | 12.78 | + ---------|---------|---------|---------| + 87.56 | 27.13 | 23.08 | 12.61 | + ---------|---------|---------|---------| + 87.56 | 27.13 | 22.59 | 12.50 | + ---------|---------|---------|---------| + 87.56 | 27.13 | 22.11 | 12.43 | + ---------|---------|---------|---------| + 87.56 | 27.13 | 21.62 | 12.47 | + ---------|---------|---------|---------| + 87.56 | 27.13 | 21.13 | 12.65 | + ---------|---------|---------|---------| + 87.56 | 27.13 | 20.64 | 12.89 | + ---------|---------|---------|---------| + 87.56 | 27.13 | 20.15 | - | + ---------|---------|---------|---------| + 87.56 | 27.13 | 19.67 | - | + ---------|---------|---------|---------| + 87.56 | 27.13 | 19.18 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=78.92 till 82.79 taken. + ---------|---------|---------|---------| + 87.56 | 27.13 | 18.69 | - | + ---------|---------|---------|---------| + 87.56 | 27.13 | 18.20 | - | + ---------|---------|---------|---------| + 87.56 | 29.91 | 26.83 | 12.97 | + ---------|---------|---------|---------| + 87.56 | 29.91 | 26.35 | 12.77 | + ---------|---------|---------|---------| + 87.56 | 29.91 | 25.86 | 12.60 | + ---------|---------|---------|---------| + 87.56 | 29.91 | 25.37 | 12.47 | + ---------|---------|---------|---------| + 87.56 | 29.91 | 24.88 | 12.35 | + ---------|---------|---------|---------| + 87.56 | 29.91 | 24.40 | 12.33 | + ---------|---------|---------|---------| + 87.56 | 29.91 | 23.91 | 12.44 | + ---------|---------|---------|---------| + 87.56 | 29.91 | 23.42 | 12.62 | + ---------|---------|---------|---------| + 87.56 | 29.91 | 22.93 | - | + ---------|---------|---------|---------| + 87.56 | 29.91 | 22.44 | - | + ---------|---------|---------|---------| + 87.56 | 29.91 | 21.96 | - | + ---------|---------|---------|---------| + 87.56 | 29.91 | 21.47 | - | + ---------|---------|---------|---------| + 87.56 | 29.91 | 20.98 | - | + ---------|---------|---------|---------| + 87.56 | 32.69 | 29.61 | 12.99 | + ---------|---------|---------|---------| + 87.56 | 32.69 | 29.12 | 12.79 | + ---------|---------|---------|---------| + 87.56 | 32.69 | 28.64 | 12.62 | + ---------|---------|---------|---------| + 87.56 | 32.69 | 28.15 | 12.48 | + ---------|---------|---------|---------| + 87.56 | 32.69 | 27.66 | 12.36 | + ---------|---------|---------|---------| + 87.56 | 32.69 | 27.17 | 12.30 | + ---------|---------|---------|---------| + 87.56 | 32.69 | 26.69 | 12.34 | + ---------|---------|---------|---------| + 87.56 | 32.69 | 26.20 | 12.45 | + ---------|---------|---------|---------| + 87.56 | 32.69 | 25.71 | 12.65 | + ---------|---------|---------|---------| + 87.56 | 32.69 | 25.22 | - | + ---------|---------|---------|---------| + 87.56 | 32.69 | 24.73 | - | + ---------|---------|---------|---------| + 87.56 | 32.69 | 24.25 | - | + ---------|---------|---------|---------| + 87.56 | 32.69 | 23.76 | - | + ---------|---------|---------|---------| + 87.56 | 35.46 | 32.39 | 3.06 | + ---------|---------|---------|---------| + 87.56 | 35.46 | 31.90 | 12.83 | + ---------|---------|---------|---------| + 87.56 | 35.46 | 31.41 | 12.65 | + ---------|---------|---------|---------| + 87.56 | 35.46 | 30.93 | 12.51 | + ---------|---------|---------|---------| + 87.56 | 35.46 | 30.44 | 12.39 | + ---------|---------|---------|---------| + 87.56 | 35.46 | 29.95 | 12.33 | + ---------|---------|---------|---------| + 87.56 | 35.46 | 29.46 | 12.35 | + ---------|---------|---------|---------| + 87.56 | 35.46 | 28.98 | 12.37 | + ---------|---------|---------|---------| + 87.56 | 35.46 | 28.49 | 12.50 | + ---------|---------|---------|---------| + 87.56 | 35.46 | 28.00 | - | + ---------|---------|---------|---------| + 87.56 | 35.46 | 27.51 | - | + ---------|---------|---------|---------| + 87.56 | 35.46 | 27.02 | - | + ---------|---------|---------|---------| + 87.56 | 35.46 | 26.54 | - | + ---------|---------|---------|---------| + 87.56 | 38.24 | 35.17 | 3.15 | + ---------|---------|---------|---------| + 87.56 | 38.24 | 34.68 | 2.88 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=65.44 till 100.38 taken. + ---------|---------|---------|---------| + 87.56 | 38.24 | 34.19 | 12.69 | + ---------|---------|---------|---------| + 87.56 | 38.24 | 33.70 | 12.55 | + ---------|---------|---------|---------| + 87.56 | 38.24 | 33.22 | 12.44 | + ---------|---------|---------|---------| + 87.56 | 38.24 | 32.73 | 12.37 | + ---------|---------|---------|---------| + 87.56 | 38.24 | 32.24 | 12.39 | + ---------|---------|---------|---------| + 87.56 | 38.24 | 31.75 | 12.41 | + ---------|---------|---------|---------| + 87.56 | 38.24 | 31.27 | 12.43 | + ---------|---------|---------|---------| + 87.56 | 38.24 | 30.78 | - | + ---------|---------|---------|---------| + 87.56 | 38.24 | 30.29 | - | + ---------|---------|---------|---------| + 87.56 | 38.24 | 29.80 | - | + ---------|---------|---------|---------| + 87.56 | 38.24 | 29.31 | - | + ---------|---------|---------|---------| + 87.56 | 41.02 | 37.94 | 3.25 | + ---------|---------|---------|---------| + 87.56 | 41.02 | 37.46 | 2.97 | + ---------|---------|---------|---------| + 87.56 | 41.02 | 36.97 | 2.74 | + ---------|---------|---------|---------| + 87.56 | 41.02 | 36.48 | 12.60 | + ---------|---------|---------|---------| + 87.56 | 41.02 | 35.99 | 12.48 | + ---------|---------|---------|---------| + 87.56 | 41.02 | 35.51 | 12.42 | + ---------|---------|---------|---------| + 87.56 | 41.02 | 35.02 | 12.44 | + ---------|---------|---------|---------| + 87.56 | 41.02 | 34.53 | 12.46 | + ---------|---------|---------|---------| + 87.56 | 41.02 | 34.04 | 12.47 | + ---------|---------|---------|---------| + 87.56 | 41.02 | 33.56 | 12.40 | + ---------|---------|---------|---------| + 87.56 | 41.02 | 33.07 | - | + ---------|---------|---------|---------| + 87.56 | 41.02 | 32.58 | - | + ---------|---------|---------|---------| + 87.56 | 41.02 | 32.09 | - | + ---------|---------|---------|---------| + 90.33 | 16.02 | 12.94 | 15.06 | + ---------|---------|---------|---------| + 90.33 | 16.02 | 12.46 | 15.05 | + ---------|---------|---------|---------| + 90.33 | 16.02 | 11.97 | 15.37 | + ---------|---------|---------|---------| + 90.33 | 16.02 | 11.48 | 15.84 | + ---------|---------|---------|---------| + 90.33 | 16.02 | 10.99 | 16.43 | + ---------|---------|---------|---------| + 90.33 | 16.02 | 10.51 | 17.11 | + ---------|---------|---------|---------| + 90.33 | 16.02 | 10.02 | 18.69 | + ---------|---------|---------|---------| + 90.33 | 16.02 | 9.53 | 21.55 | + ---------|---------|---------|---------| + 90.33 | 16.02 | 9.04 | - | + ---------|---------|---------|---------| + 90.33 | 16.02 | 8.56 | - | + ---------|---------|---------|---------| + 90.33 | 16.02 | 8.07 | - | + ---------|---------|---------|---------| + 90.33 | 16.02 | 7.58 | - | + ---------|---------|---------|---------| + 90.33 | 16.02 | 7.09 | - | + ---------|---------|---------|---------| + 90.33 | 18.80 | 15.72 | 14.05 | + ---------|---------|---------|---------| + 90.33 | 18.80 | 15.23 | 13.97 | + ---------|---------|---------|---------| + 90.33 | 18.80 | 14.75 | 14.12 | + ---------|---------|---------|---------| + 90.33 | 18.80 | 14.26 | 14.38 | + ---------|---------|---------|---------| + 90.33 | 18.80 | 13.77 | 14.81 | + ---------|---------|---------|---------| + 90.33 | 18.80 | 13.28 | 15.48 | + ---------|---------|---------|---------| + 90.33 | 18.80 | 12.80 | 17.18 | + ---------|---------|---------|---------| + 90.33 | 18.80 | 12.31 | 19.44 | + ---------|---------|---------|---------| + 90.33 | 18.80 | 11.82 | - | + ---------|---------|---------|---------| + 90.33 | 18.80 | 11.33 | - | + ---------|---------|---------|---------| + 90.33 | 18.80 | 10.85 | - | + ---------|---------|---------|---------| + 90.33 | 18.80 | 10.36 | - | + ---------|---------|---------|---------| + 90.33 | 18.80 | 9.87 | - | + ---------|---------|---------|---------| + 90.33 | 21.57 | 18.50 | 13.48 | + ---------|---------|---------|---------| + 90.33 | 21.57 | 18.01 | 13.35 | + ---------|---------|---------|---------| + 90.33 | 21.57 | 17.52 | 13.42 | + ---------|---------|---------|---------| + 90.33 | 21.57 | 17.04 | 13.56 | + ---------|---------|---------|---------| + 90.33 | 21.57 | 16.55 | 13.81 | + ---------|---------|---------|---------| + 90.33 | 21.57 | 16.06 | 14.26 | + ---------|---------|---------|---------| + 90.33 | 21.57 | 15.57 | 15.62 | + ---------|---------|---------|---------| + 90.33 | 21.57 | 15.09 | 18.25 | + ---------|---------|---------|---------| + 90.33 | 21.57 | 14.60 | - | + ---------|---------|---------|---------| + 90.33 | 21.57 | 14.11 | - | + ---------|---------|---------|---------| + 90.33 | 21.57 | 13.62 | - | + ---------|---------|---------|---------| + 90.33 | 21.57 | 13.14 | - | + ---------|---------|---------|---------| + 90.33 | 21.57 | 12.65 | - | + ---------|---------|---------|---------| + 90.33 | 24.35 | 21.28 | 13.19 | + ---------|---------|---------|---------| + 90.33 | 24.35 | 20.79 | 12.99 | + ---------|---------|---------|---------| + 90.33 | 24.35 | 20.30 | 12.99 | + ---------|---------|---------|---------| + 90.33 | 24.35 | 19.81 | 13.05 | + ---------|---------|---------|---------| + 90.33 | 24.35 | 19.33 | 13.20 | + ---------|---------|---------|---------| + 90.33 | 24.35 | 18.84 | 13.47 | + ---------|---------|---------|---------| + 90.33 | 24.35 | 18.35 | 14.41 | + ---------|---------|---------|---------| + 90.33 | 24.35 | 17.86 | 16.55 | + ---------|---------|---------|---------| + 90.33 | 24.35 | 17.38 | - | + ---------|---------|---------|---------| + 90.33 | 24.35 | 16.89 | - | + ---------|---------|---------|---------| + 90.33 | 24.35 | 16.40 | - | + ---------|---------|---------|---------| + 90.33 | 24.35 | 15.91 | - | + ---------|---------|---------|---------| + 90.33 | 24.35 | 15.43 | - | + ---------|---------|---------|---------| + 90.33 | 27.13 | 24.06 | 12.98 | + ---------|---------|---------|---------| + 90.33 | 27.13 | 23.57 | 12.76 | + ---------|---------|---------|---------| + 90.33 | 27.13 | 23.08 | 12.73 | + ---------|---------|---------|---------| + 90.33 | 27.13 | 22.59 | 12.74 | + ---------|---------|---------|---------| + 90.33 | 27.13 | 22.11 | 12.80 | + ---------|---------|---------|---------| + 90.33 | 27.13 | 21.62 | 12.96 | + ---------|---------|---------|---------| + 90.33 | 27.13 | 21.13 | 13.60 | + ---------|---------|---------|---------| + 90.33 | 27.13 | 20.64 | 15.03 | + ---------|---------|---------|---------| + 90.33 | 27.13 | 20.15 | - | + ---------|---------|---------|---------| + 90.33 | 27.13 | 19.67 | - | + ---------|---------|---------|---------| + 90.33 | 27.13 | 19.18 | - | + ---------|---------|---------|---------| + 90.33 | 27.13 | 18.69 | - | + ---------|---------|---------|---------| + 90.33 | 27.13 | 18.20 | - | + ---------|---------|---------|---------| + 90.33 | 29.91 | 26.83 | 12.90 | + ---------|---------|---------|---------| + 90.33 | 29.91 | 26.35 | 12.64 | + ---------|---------|---------|---------| + 90.33 | 29.91 | 25.86 | 12.53 | + ---------|---------|---------|---------| + 90.33 | 29.91 | 25.37 | 12.52 | + ---------|---------|---------|---------| + 90.33 | 29.91 | 24.88 | 12.57 | + ---------|---------|---------|---------| + 90.33 | 29.91 | 24.40 | 12.63 | + ---------|---------|---------|---------| + 90.33 | 29.91 | 23.91 | 13.06 | + ---------|---------|---------|---------| + 90.33 | 29.91 | 23.42 | 14.00 | + ---------|---------|---------|---------| + 90.33 | 29.91 | 22.93 | - | + ---------|---------|---------|---------| + 90.33 | 29.91 | 22.44 | - | + ---------|---------|---------|---------| + 90.33 | 29.91 | 21.96 | - | + ---------|---------|---------|---------| + 90.33 | 29.91 | 21.47 | - | + ---------|---------|---------|---------| + 90.33 | 29.91 | 20.98 | - | + ---------|---------|---------|---------| + 90.33 | 32.69 | 29.61 | 12.92 | + ---------|---------|---------|---------| + 90.33 | 32.69 | 29.12 | 12.63 | + ---------|---------|---------|---------| + 90.33 | 32.69 | 28.64 | 12.46 | + ---------|---------|---------|---------| + 90.33 | 32.69 | 28.15 | 12.38 | + ---------|---------|---------|---------| + 90.33 | 32.69 | 27.66 | 12.38 | + ---------|---------|---------|---------| + 90.33 | 32.69 | 27.17 | 12.42 | + ---------|---------|---------|---------| + 90.33 | 32.69 | 26.69 | 12.73 | + ---------|---------|---------|---------| + 90.33 | 32.69 | 26.20 | 13.32 | + ---------|---------|---------|---------| + 90.33 | 32.69 | 25.71 | - | + ---------|---------|---------|---------| + 90.33 | 32.69 | 25.22 | - | + ---------|---------|---------|---------| + 90.33 | 32.69 | 24.73 | - | + ---------|---------|---------|---------| + 90.33 | 32.69 | 24.25 | - | + ---------|---------|---------|---------| + 90.33 | 32.69 | 23.76 | - | + ---------|---------|---------|---------| + 90.33 | 35.46 | 32.39 | 12.96 | + ---------|---------|---------|---------| + 90.33 | 35.46 | 31.90 | 12.67 | + ---------|---------|---------|---------| + 90.33 | 35.46 | 31.41 | 12.49 | + ---------|---------|---------|---------| + 90.33 | 35.46 | 30.93 | 12.33 | + ---------|---------|---------|---------| + 90.33 | 35.46 | 30.44 | 12.28 | + ---------|---------|---------|---------| + 90.33 | 35.46 | 29.95 | 12.27 | + ---------|---------|---------|---------| + 90.33 | 35.46 | 29.46 | 12.51 | + ---------|---------|---------|---------| + 90.33 | 35.46 | 28.98 | 12.93 | + ---------|---------|---------|---------| + 90.33 | 35.46 | 28.49 | - | + ---------|---------|---------|---------| + 90.33 | 35.46 | 28.00 | - | + ---------|---------|---------|---------| + 90.33 | 35.46 | 27.51 | - | + ---------|---------|---------|---------| + 90.33 | 35.46 | 27.02 | - | + ---------|---------|---------|---------| + 90.33 | 35.46 | 26.54 | - | + ---------|---------|---------|---------| + 90.33 | 38.24 | 35.17 | 13.02 | + ---------|---------|---------|---------| + 90.33 | 38.24 | 34.68 | 12.72 | + ---------|---------|---------|---------| + 90.33 | 38.24 | 34.19 | 12.53 | + ---------|---------|---------|---------| + 90.33 | 38.24 | 33.70 | 12.35 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=69.36 till 100.25 taken. + ---------|---------|---------|---------| + 90.33 | 38.24 | 33.22 | 12.26 | + ---------|---------|---------|---------| + 90.33 | 38.24 | 32.73 | 12.20 | + ---------|---------|---------|---------| + 90.33 | 38.24 | 32.24 | 12.36 | + ---------|---------|---------|---------| + 90.33 | 38.24 | 31.75 | 12.66 | + ---------|---------|---------|---------| + 90.33 | 38.24 | 31.27 | - | + ---------|---------|---------|---------| + 90.33 | 38.24 | 30.78 | - | + ---------|---------|---------|---------| + 90.33 | 38.24 | 30.29 | - | + ---------|---------|---------|---------| + 90.33 | 38.24 | 29.80 | - | + ---------|---------|---------|---------| + 90.33 | 38.24 | 29.31 | - | + ---------|---------|---------|---------| + 90.33 | 41.02 | 37.94 | 13.09 | + ---------|---------|---------|---------| + 90.33 | 41.02 | 37.46 | 12.78 | + ---------|---------|---------|---------| + 90.33 | 41.02 | 36.97 | 12.58 | + ---------|---------|---------|---------| + 90.33 | 41.02 | 36.48 | 12.38 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=68.48 till 100.58 taken. + ---------|---------|---------|---------| + 90.33 | 41.02 | 35.99 | 12.29 | + ---------|---------|---------|---------| + 90.33 | 41.02 | 35.51 | 12.19 | + ---------|---------|---------|---------| + 90.33 | 41.02 | 35.02 | 12.28 | + ---------|---------|---------|---------| + 90.33 | 41.02 | 34.53 | 12.49 | + ---------|---------|---------|---------| + 90.33 | 41.02 | 34.04 | - | + ---------|---------|---------|---------| + 90.33 | 41.02 | 33.56 | - | + ---------|---------|---------|---------| + 90.33 | 41.02 | 33.07 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=77.62 till 79.83 taken. + ---------|---------|---------|---------| + 90.33 | 41.02 | 32.58 | - | + ---------|---------|---------|---------| + 90.33 | 41.02 | 32.09 | - | + ---------|---------|---------|---------| + 93.11 | 16.02 | 12.94 | 14.40 | + ---------|---------|---------|---------| + 93.11 | 16.02 | 12.46 | 13.90 | + ---------|---------|---------|---------| + 93.11 | 16.02 | 11.97 | 13.75 | + ---------|---------|---------|---------| + 93.11 | 16.02 | 11.48 | 13.65 | + ---------|---------|---------|---------| + 93.11 | 16.02 | 10.99 | 13.59 | + ---------|---------|---------|---------| + 93.11 | 16.02 | 10.51 | 13.58 | + ---------|---------|---------|---------| + 93.11 | 16.02 | 10.02 | 13.89 | + ---------|---------|---------|---------| + 93.11 | 16.02 | 9.53 | 14.62 | + ---------|---------|---------|---------| + 93.11 | 16.02 | 9.04 | - | + ---------|---------|---------|---------| + 93.11 | 16.02 | 8.56 | - | + ---------|---------|---------|---------| + 93.11 | 16.02 | 8.07 | - | + ---------|---------|---------|---------| + 93.11 | 16.02 | 7.58 | - | + ---------|---------|---------|---------| + 93.11 | 16.02 | 7.09 | - | + ---------|---------|---------|---------| + 93.11 | 18.80 | 15.72 | 14.31 | + ---------|---------|---------|---------| + 93.11 | 18.80 | 15.23 | 13.88 | + ---------|---------|---------|---------| + 93.11 | 18.80 | 14.75 | 13.64 | + ---------|---------|---------|---------| + 93.11 | 18.80 | 14.26 | 13.52 | + ---------|---------|---------|---------| + 93.11 | 18.80 | 13.77 | 13.46 | + ---------|---------|---------|---------| + 93.11 | 18.80 | 13.28 | 13.44 | + ---------|---------|---------|---------| + 93.11 | 18.80 | 12.80 | 13.73 | + ---------|---------|---------|---------| + 93.11 | 18.80 | 12.31 | 14.47 | + ---------|---------|---------|---------| + 93.11 | 18.80 | 11.82 | - | + ---------|---------|---------|---------| + 93.11 | 18.80 | 11.33 | - | + ---------|---------|---------|---------| + 93.11 | 18.80 | 10.85 | - | + ---------|---------|---------|---------| + 93.11 | 18.80 | 10.36 | - | + ---------|---------|---------|---------| + 93.11 | 18.80 | 9.87 | - | + ---------|---------|---------|---------| + 93.11 | 21.57 | 18.50 | 14.08 | + ---------|---------|---------|---------| + 93.11 | 21.57 | 18.01 | 13.74 | + ---------|---------|---------|---------| + 93.11 | 21.57 | 17.52 | 13.57 | + ---------|---------|---------|---------| + 93.11 | 21.57 | 17.04 | 13.43 | + ---------|---------|---------|---------| + 93.11 | 21.57 | 16.55 | 13.41 | + ---------|---------|---------|---------| + 93.11 | 21.57 | 16.06 | 13.38 | + ---------|---------|---------|---------| + 93.11 | 21.57 | 15.57 | 13.64 | + ---------|---------|---------|---------| + 93.11 | 21.57 | 15.09 | 14.40 | + ---------|---------|---------|---------| + 93.11 | 21.57 | 14.60 | - | + ---------|---------|---------|---------| + 93.11 | 21.57 | 14.11 | - | + ---------|---------|---------|---------| + 93.11 | 21.57 | 13.62 | - | + ---------|---------|---------|---------| + 93.11 | 21.57 | 13.14 | - | + ---------|---------|---------|---------| + 93.11 | 21.57 | 12.65 | - | + ---------|---------|---------|---------| + 93.11 | 24.35 | 21.28 | 13.81 | + ---------|---------|---------|---------| + 93.11 | 24.35 | 20.79 | 13.54 | + ---------|---------|---------|---------| + 93.11 | 24.35 | 20.30 | 13.42 | + ---------|---------|---------|---------| + 93.11 | 24.35 | 19.81 | 13.24 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=79.80 till 100.60 taken. + ---------|---------|---------|---------| + 93.11 | 24.35 | 19.33 | 13.30 | + ---------|---------|---------|---------| + 93.11 | 24.35 | 18.84 | 13.36 | + ---------|---------|---------|---------| + 93.11 | 24.35 | 18.35 | 13.61 | + ---------|---------|---------|---------| + 93.11 | 24.35 | 17.86 | 14.36 | + ---------|---------|---------|---------| + 93.11 | 24.35 | 17.38 | - | + ---------|---------|---------|---------| + 93.11 | 24.35 | 16.89 | - | + ---------|---------|---------|---------| + 93.11 | 24.35 | 16.40 | - | + ---------|---------|---------|---------| + 93.11 | 24.35 | 15.91 | - | + ---------|---------|---------|---------| + 93.11 | 24.35 | 15.43 | - | + ---------|---------|---------|---------| + 93.11 | 27.13 | 24.06 | 13.54 | + ---------|---------|---------|---------| + 93.11 | 27.13 | 23.57 | 13.32 | + ---------|---------|---------|---------| + 93.11 | 27.13 | 23.08 | 13.23 | + ---------|---------|---------|---------| + 93.11 | 27.13 | 22.59 | 13.14 | + ---------|---------|---------|---------| + 93.11 | 27.13 | 22.11 | 13.11 | + ---------|---------|---------|---------| + 93.11 | 27.13 | 21.62 | 13.28 | + ---------|---------|---------|---------| + 93.11 | 27.13 | 21.13 | 13.59 | + ---------|---------|---------|---------| + 93.11 | 27.13 | 20.64 | 14.35 | + ---------|---------|---------|---------| + 93.11 | 27.13 | 20.15 | - | + ---------|---------|---------|---------| + 93.11 | 27.13 | 19.67 | - | + ---------|---------|---------|---------| + 93.11 | 27.13 | 19.18 | - | + ---------|---------|---------|---------| + 93.11 | 27.13 | 18.69 | - | + ---------|---------|---------|---------| + 93.11 | 27.13 | 18.20 | - | + ---------|---------|---------|---------| + 93.11 | 29.91 | 26.83 | 13.36 | + ---------|---------|---------|---------| + 93.11 | 29.91 | 26.35 | 13.12 | + ---------|---------|---------|---------| + 93.11 | 29.91 | 25.86 | 13.03 | + ---------|---------|---------|---------| + 93.11 | 29.91 | 25.37 | 12.97 | + ---------|---------|---------|---------| + 93.11 | 29.91 | 24.88 | 12.89 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=77.48 till 100.13 taken. + ---------|---------|---------|---------| + 93.11 | 29.91 | 24.40 | 13.09 | + ---------|---------|---------|---------| + 93.11 | 29.91 | 23.91 | 13.56 | + ---------|---------|---------|---------| + 93.11 | 29.91 | 23.42 | 14.35 | + ---------|---------|---------|---------| + 93.11 | 29.91 | 22.93 | - | + ---------|---------|---------|---------| + 93.11 | 29.91 | 22.44 | - | + ---------|---------|---------|---------| + 93.11 | 29.91 | 21.96 | - | + ---------|---------|---------|---------| + 93.11 | 29.91 | 21.47 | - | + ---------|---------|---------|---------| + 93.11 | 29.91 | 20.98 | - | + ---------|---------|---------|---------| + 93.11 | 32.69 | 29.61 | 13.17 | + ---------|---------|---------|---------| + 93.11 | 32.69 | 29.12 | 12.96 | + ---------|---------|---------|---------| + 93.11 | 32.69 | 28.64 | 12.88 | + ---------|---------|---------|---------| + 93.11 | 32.69 | 28.15 | 12.80 | + ---------|---------|---------|---------| + 93.11 | 32.69 | 27.66 | 12.69 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=75.65 till 100.45 taken. + ---------|---------|---------|---------| + 93.11 | 32.69 | 27.17 | 12.86 | + ---------|---------|---------|---------| + 93.11 | 32.69 | 26.69 | 13.35 | + ---------|---------|---------|---------| + 93.11 | 32.69 | 26.20 | 14.35 | + ---------|---------|---------|---------| + 93.11 | 32.69 | 25.71 | - | + ---------|---------|---------|---------| + 93.11 | 32.69 | 25.22 | - | + ---------|---------|---------|---------| + 93.11 | 32.69 | 24.73 | - | + ---------|---------|---------|---------| + 93.11 | 32.69 | 24.25 | - | + ---------|---------|---------|---------| + 93.11 | 32.69 | 23.76 | - | + ---------|---------|---------|---------| + 93.11 | 35.46 | 32.39 | 13.07 | + ---------|---------|---------|---------| + 93.11 | 35.46 | 31.90 | 12.84 | + ---------|---------|---------|---------| + 93.11 | 35.46 | 31.41 | 12.75 | + ---------|---------|---------|---------| + 93.11 | 35.46 | 30.93 | 12.68 | + ---------|---------|---------|---------| + 93.11 | 35.46 | 30.44 | 12.61 | + ---------|---------|---------|---------| + 93.11 | 35.46 | 29.95 | 12.64 | + ---------|---------|---------|---------| + 93.11 | 35.46 | 29.46 | 13.07 | + ---------|---------|---------|---------| + 93.11 | 35.46 | 28.98 | 14.26 | + ---------|---------|---------|---------| + 93.11 | 35.46 | 28.49 | - | + ---------|---------|---------|---------| + 93.11 | 35.46 | 28.00 | - | + ---------|---------|---------|---------| + 93.11 | 35.46 | 27.51 | - | + ---------|---------|---------|---------| + 93.11 | 35.46 | 27.02 | - | + ---------|---------|---------|---------| + 93.11 | 35.46 | 26.54 | - | + ---------|---------|---------|---------| + 93.11 | 38.24 | 35.17 | 13.07 | + ---------|---------|---------|---------| + 93.11 | 38.24 | 34.68 | 12.78 | + ---------|---------|---------|---------| + 93.11 | 38.24 | 34.19 | 12.66 | + ---------|---------|---------|---------| + 93.11 | 38.24 | 33.70 | 12.56 | + ---------|---------|---------|---------| + 93.11 | 38.24 | 33.22 | 12.50 | + ---------|---------|---------|---------| + 93.11 | 38.24 | 32.73 | 12.47 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=74.05 till 99.30 taken. + ---------|---------|---------|---------| + 93.11 | 38.24 | 32.24 | 12.80 | + ---------|---------|---------|---------| + 93.11 | 38.24 | 31.75 | 13.84 | + ---------|---------|---------|---------| + 93.11 | 38.24 | 31.27 | - | + ---------|---------|---------|---------| + 93.11 | 38.24 | 30.78 | - | + ---------|---------|---------|---------| + 93.11 | 38.24 | 30.29 | - | + ---------|---------|---------|---------| + 93.11 | 38.24 | 29.80 | - | + ---------|---------|---------|---------| + 93.11 | 38.24 | 29.31 | - | + ---------|---------|---------|---------| + 93.11 | 41.02 | 37.94 | 13.10 | + ---------|---------|---------|---------| + 93.11 | 41.02 | 37.46 | 12.81 | + ---------|---------|---------|---------| + 93.11 | 41.02 | 36.97 | 12.63 | + ---------|---------|---------|---------| + 93.11 | 41.02 | 36.48 | 12.49 | + ---------|---------|---------|---------| + 93.11 | 41.02 | 35.99 | 12.40 | + ---------|---------|---------|---------| + 93.11 | 41.02 | 35.51 | 12.34 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=73.00 till 99.42 taken. + ---------|---------|---------|---------| + 93.11 | 41.02 | 35.02 | 12.58 | + ---------|---------|---------|---------| + 93.11 | 41.02 | 34.53 | 13.36 | + ---------|---------|---------|---------| + 93.11 | 41.02 | 34.04 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=83.26 till 97.17 taken. + ---------|---------|---------|---------| + 93.11 | 41.02 | 33.56 | - | + ---------|---------|---------|---------| + 93.11 | 41.02 | 33.07 | - | + ---------|---------|---------|---------| + 93.11 | 41.02 | 32.58 | - | + ---------|---------|---------|---------| + 93.11 | 41.02 | 32.09 | - | + + Information on the critical circle : Fmin = 1.749 + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 80.61 [m] + Y co-ordinate center point : 20.19 [m] + Radius of critical circle : 11.75 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 826.26 [kNm/m] + Driving moment free water : 0.00 [kNm/m] + Driving moment external loads : 76.78 [kNm/m] + Iterated resisting moment : 1445.04 [kNm/m] + Non-iterated resisting moment : 1363.12 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 72.49 | 11.70 | 11.71 | 0.02 | -43.77 | -2.72 | 0.02 | 1.28 | + 2 | 72.51 | 11.67 | 11.71 | 0.04 | -43.57 | 5.71 | 0.06 | 1.28 | + 3 | 72.65 | 11.55 | 11.72 | 0.23 | -42.68 | 5.47 | 0.31 | 1.28 | + 4 | 72.88 | 11.34 | 11.75 | 0.23 | -41.18 | 5.47 | 0.30 | 1.28 | + 5 | 73.11 | 11.15 | 11.77 | 0.23 | -39.72 | 5.47 | 0.30 | 1.28 | + 6 | 73.22 | 11.05 | 11.78 | 0.00 | -38.98 | 5.47 | 0.00 | 1.28 | + 7 | 73.38 | 10.93 | 11.75 | 0.31 | -38.02 | -9.93 | 0.39 | 1.28 | + 8 | 73.68 | 10.70 | 11.70 | 0.31 | -36.14 | -9.93 | 0.38 | 1.28 | + 9 | 73.99 | 10.48 | 11.65 | 0.31 | -34.31 | -9.93 | 0.37 | 1.28 | + 10 | 74.30 | 10.28 | 11.59 | 0.31 | -32.51 | -9.93 | 0.36 | 1.28 | + 11 | 74.61 | 10.09 | 11.54 | 0.31 | -30.75 | -9.93 | 0.36 | 1.28 | + 12 | 74.90 | 9.92 | 11.49 | 0.28 | -29.11 | -9.93 | 0.32 | 1.21 | + 13 | 75.20 | 9.76 | 11.40 | 0.32 | -27.45 | -20.57 | 0.37 | 1.21 | + 14 | 75.52 | 9.60 | 11.28 | 0.32 | -25.68 | -20.57 | 0.36 | 1.21 | + 15 | 75.85 | 9.45 | 11.16 | 0.32 | -23.93 | -20.57 | 0.36 | 1.21 | + 16 | 76.17 | 9.31 | 11.04 | 0.32 | -22.21 | -20.57 | 0.35 | 1.21 | + 17 | 76.50 | 9.18 | 10.91 | 0.32 | -20.51 | -20.57 | 0.35 | 1.21 | + 18 | 76.82 | 9.07 | 10.79 | 0.32 | -18.83 | -20.57 | 0.34 | 1.21 | + 19 | 77.15 | 8.96 | 10.67 | 0.32 | -17.16 | -20.57 | 0.34 | 1.21 | + 20 | 77.47 | 8.87 | 10.55 | 0.32 | -15.51 | -20.57 | 0.34 | 1.21 | + 21 | 77.80 | 8.78 | 10.43 | 0.32 | -13.87 | -20.57 | 0.33 | 1.21 | + 22 | 78.12 | 8.71 | 10.30 | 0.32 | -12.24 | -20.57 | 0.33 | 1.21 | + 23 | 78.44 | 8.64 | 10.18 | 0.32 | -10.63 | -20.57 | 0.33 | 1.21 | + 24 | 78.77 | 8.58 | 10.06 | 0.32 | -9.02 | -20.57 | 0.33 | 1.21 | + 25 | 79.10 | 8.54 | 9.94 | 0.34 | -7.39 | -20.57 | 0.34 | 1.21 | + 26 | 79.44 | 8.50 | 9.81 | 0.34 | -5.74 | -20.57 | 0.34 | 1.21 | + 27 | 79.77 | 8.47 | 9.68 | 0.34 | -4.10 | -20.57 | 0.34 | 1.21 | + 28 | 80.11 | 8.45 | 9.56 | 0.34 | -2.46 | -20.57 | 0.34 | 1.21 | + 29 | 80.44 | 8.44 | 9.43 | 0.34 | -0.82 | -20.57 | 0.34 | 1.21 | + 30 | 80.78 | 8.44 | 9.31 | 0.34 | 0.82 | -20.57 | 0.34 | 1.21 | + 31 | 81.12 | 8.45 | 9.18 | 0.34 | 2.46 | -20.57 | 0.34 | 1.21 | + 32 | 81.45 | 8.47 | 9.05 | 0.34 | 4.10 | -20.57 | 0.34 | 1.21 | + 33 | 81.79 | 8.50 | 8.93 | 0.34 | 5.75 | -20.57 | 0.34 | 1.21 | + 34 | 82.12 | 8.54 | 8.80 | 0.34 | 7.40 | -20.57 | 0.34 | 1.21 | + 35 | 82.46 | 8.59 | 8.68 | 0.34 | 9.06 | -20.57 | 0.34 | 1.21 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.00 | 13.45 | 13.45 | + 2 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 0.03 | 13.99 | 13.99 | + 3 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 0.74 | 16.53 | 16.53 | + 4 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 1.70 | 20.74 | 20.74 | + 5 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 2.62 | 24.75 | 24.75 | + 6 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 0.04 | 13.43 | 13.43 | + 7 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 4.66 | 15.18 | 15.18 | + 8 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.68 | 18.48 | 18.48 | + 9 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.60 | 21.50 | 21.50 | + 10 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.45 | 24.26 | 24.26 | + 11 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.22 | 26.76 | 26.76 | + 12 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 7.95 | 28.89 | 28.89 | + 13 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 9.82 | 30.22 | 30.22 | + 14 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 10.03 | 30.89 | 30.89 | + 15 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 10.18 | 31.33 | 31.33 | + 16 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 10.25 | 31.57 | 31.57 | + 17 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 10.27 | 31.60 | 31.60 | + 18 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 10.21 | 31.44 | 31.44 | + 19 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 10.10 | 31.08 | 31.08 | + 20 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 9.92 | 30.54 | 30.54 | + 21 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 9.69 | 29.82 | 29.82 | + 22 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 9.39 | 28.92 | 28.92 | + 23 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 9.05 | 27.85 | 27.85 | + 24 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 8.64 | 26.60 | 26.60 | + 25 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 8.46 | 25.20 | 25.20 | + 26 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 7.93 | 23.62 | 23.62 | + 27 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 7.35 | 21.88 | 21.88 | + 28 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 6.70 | 19.95 | 19.95 | + 29 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 6.00 | 17.86 | 17.86 | + 30 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 5.24 | 15.59 | 15.59 | + 31 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 4.42 | 13.14 | 13.14 | + 32 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 3.54 | 10.52 | 10.52 | + 33 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 2.60 | 7.73 | 7.73 | + 34 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 1.60 | 4.76 | 4.76 | + 35 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 0.54 | 1.62 | 1.62 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 5.86 | N.A. | N.A. | 13.30 | 10.24 | + 2 | 0.00 | 0.00 | 0.00 | 6.06 | N.A. | N.A. | 13.30 | 10.69 | + 3 | 0.00 | 0.00 | 0.00 | 7.01 | N.A. | N.A. | 13.30 | 12.83 | + 4 | 0.00 | 0.00 | 0.00 | 8.62 | N.A. | N.A. | 13.30 | 16.42 | + 5 | 0.00 | 0.00 | 0.00 | 10.18 | N.A. | N.A. | 13.30 | 19.91 | + 6 | 0.00 | 0.00 | 0.00 | 6.03 | N.A. | N.A. | 0.00 | 10.64 | + 7 | 0.00 | 0.00 | 0.00 | 6.72 | N.A. | N.A. | 0.00 | 12.18 | + 8 | 0.00 | 0.00 | 0.00 | 8.04 | N.A. | N.A. | 0.00 | 15.12 | + 9 | 0.00 | 0.00 | 0.00 | 9.27 | N.A. | N.A. | 0.00 | 17.88 | + 10 | 0.00 | 0.00 | 0.00 | 10.42 | N.A. | N.A. | 0.00 | 20.46 | + 11 | 0.00 | 0.00 | 0.00 | 11.49 | N.A. | N.A. | 0.00 | 22.85 | + 12 | 0.00 | 0.00 | 0.00 | 13.56 | N.A. | N.A. | 0.00 | 24.57 | + 13 | 0.00 | 0.00 | 0.00 | 14.27 | N.A. | N.A. | 0.00 | 25.98 | + 14 | 0.00 | 0.00 | 0.00 | 14.70 | N.A. | N.A. | 0.00 | 26.84 | + 15 | 0.00 | 0.00 | 0.00 | 15.04 | N.A. | N.A. | 0.00 | 27.51 | + 16 | 0.00 | 0.00 | 0.00 | 15.29 | N.A. | N.A. | 0.00 | 28.00 | + 17 | 0.00 | 0.00 | 0.00 | 15.44 | N.A. | N.A. | 0.00 | 28.30 | + 18 | 0.00 | 0.00 | 0.00 | 15.49 | N.A. | N.A. | 0.00 | 28.41 | + 19 | 0.00 | 0.00 | 0.00 | 15.46 | N.A. | N.A. | 0.00 | 28.35 | + 20 | 0.00 | 0.00 | 0.00 | 15.34 | N.A. | N.A. | 0.00 | 28.10 | + 21 | 0.00 | 0.00 | 0.00 | 15.13 | N.A. | N.A. | 0.00 | 27.68 | + 22 | 0.00 | 0.00 | 0.00 | 14.82 | N.A. | N.A. | 0.00 | 27.08 | + 23 | 0.00 | 0.00 | 0.00 | 14.43 | N.A. | N.A. | 0.00 | 26.30 | + 24 | 0.00 | 0.00 | 0.00 | 13.95 | N.A. | N.A. | 0.00 | 25.34 | + 25 | 0.00 | 0.00 | 0.00 | 13.38 | N.A. | N.A. | 0.00 | 24.20 | + 26 | 0.00 | 0.00 | 0.00 | 12.72 | N.A. | N.A. | 0.00 | 22.89 | + 27 | 0.00 | 0.00 | 0.00 | 11.96 | N.A. | N.A. | 0.00 | 21.39 | + 28 | 0.00 | 0.00 | 0.00 | 11.10 | N.A. | N.A. | 0.00 | 19.68 | + 29 | 0.00 | 0.00 | 0.00 | 10.15 | N.A. | N.A. | 0.00 | 17.77 | + 30 | 0.00 | 0.00 | 0.00 | 9.08 | N.A. | N.A. | 0.00 | 15.66 | + 31 | 0.00 | 0.00 | 0.00 | 7.92 | N.A. | N.A. | 0.00 | 13.34 | + 32 | 0.00 | 0.00 | 0.00 | 6.64 | N.A. | N.A. | 0.00 | 10.80 | + 33 | 0.00 | 0.00 | 0.00 | 5.25 | N.A. | N.A. | 0.00 | 8.03 | + 34 | 0.00 | 0.00 | 0.00 | 3.74 | N.A. | N.A. | 0.00 | 5.04 | + 35 | 0.00 | 0.00 | 0.00 | 2.12 | N.A. | N.A. | 0.00 | 1.81 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 13.45 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 13.99 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 16.53 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 20.74 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 24.75 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 13.43 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 15.18 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 18.48 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 21.50 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 24.26 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 26.76 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 28.89 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 30.22 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 30.89 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 31.33 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 31.57 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 31.60 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 31.44 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 31.08 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 30.54 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 29.82 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 28.92 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 27.85 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 26.60 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 25.20 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 23.62 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 21.88 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 19.95 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 17.86 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 15.59 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 13.14 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 10.52 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 7.73 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 34 | N.A. | 4.76 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 35 | N.A. | 1.62 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + Information on the zone plane : Fmin = 2.575 + : Zone = 1A + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 80.61 [m] + Y co-ordinate center point : 28.52 [m] + Radius of critical circle : 22.52 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 5027.87 [kNm/m] + Driving moment free water : 0.00 [kNm/m] + Driving moment external loads : 287.32 [kNm/m] + Iterated resisting moment : 12949.21 [kNm/m] + Non-iterated resisting moment : 12251.31 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 65.75 | 11.60 | 11.63 | 0.05 | -41.30 | 18.84 | 0.07 | 1.28 | + 2 | 66.11 | 11.29 | 11.66 | 0.67 | -40.09 | 3.52 | 0.88 | 1.28 | + 3 | 66.79 | 10.75 | 11.70 | 0.67 | -37.88 | 3.52 | 0.85 | 1.28 | + 4 | 67.46 | 10.24 | 11.74 | 0.67 | -35.73 | 3.52 | 0.83 | 1.28 | + 5 | 68.18 | 9.74 | 11.79 | 0.77 | -33.50 | 3.52 | 0.92 | 1.21 | + 6 | 68.95 | 9.26 | 11.84 | 0.77 | -31.18 | 3.52 | 0.90 | 1.21 | + 7 | 69.69 | 8.83 | 11.84 | 0.69 | -29.03 | -2.73 | 0.79 | 1.21 | + 8 | 70.38 | 8.46 | 11.81 | 0.69 | -27.04 | -2.73 | 0.77 | 1.21 | + 9 | 70.72 | 8.29 | 11.79 | 0.00 | -26.05 | -2.73 | 0.00 | 1.21 | + 10 | 71.02 | 8.15 | 11.78 | 0.59 | -25.22 | -2.72 | 0.65 | 1.21 | + 11 | 71.61 | 7.88 | 11.75 | 0.59 | -23.57 | -2.72 | 0.64 | 1.21 | + 12 | 72.20 | 7.63 | 11.72 | 0.59 | -21.94 | -2.72 | 0.64 | 1.21 | + 13 | 72.51 | 7.51 | 11.71 | 0.04 | -21.07 | 5.71 | 0.04 | 1.21 | + 14 | 72.88 | 7.37 | 11.75 | 0.69 | -20.09 | 5.47 | 0.73 | 1.21 | + 15 | 73.22 | 7.25 | 11.78 | 0.00 | -19.16 | 5.47 | 0.00 | 1.21 | + 16 | 73.60 | 7.12 | 11.71 | 0.75 | -18.15 | -9.93 | 0.79 | 1.21 | + 17 | 74.24 | 6.92 | 11.60 | 0.53 | -16.44 | -9.93 | 0.55 | 1.28 | + 18 | 74.77 | 6.77 | 11.51 | 0.53 | -15.04 | -9.93 | 0.55 | 1.28 | + 19 | 75.35 | 6.63 | 11.34 | 0.63 | -13.51 | -20.57 | 0.65 | 1.28 | + 20 | 75.99 | 6.48 | 11.11 | 0.63 | -11.85 | -20.57 | 0.65 | 1.28 | + 21 | 76.63 | 6.36 | 10.86 | 0.66 | -10.18 | -20.57 | 0.67 | 1.28 | + 22 | 77.29 | 6.25 | 10.62 | 0.66 | -8.49 | -20.57 | 0.66 | 1.28 | + 23 | 77.94 | 6.16 | 10.37 | 0.66 | -6.81 | -20.57 | 0.66 | 1.28 | + 24 | 78.60 | 6.09 | 10.12 | 0.66 | -5.12 | -20.57 | 0.67 | 1.28 | + 25 | 79.21 | 6.05 | 9.89 | 0.56 | -3.56 | -20.57 | 0.56 | 1.28 | + 26 | 79.77 | 6.02 | 9.68 | 0.56 | -2.14 | -20.57 | 0.56 | 1.28 | + 27 | 80.33 | 6.00 | 9.47 | 0.56 | -0.71 | -20.57 | 0.56 | 1.28 | + 28 | 80.92 | 6.00 | 9.25 | 0.62 | 0.79 | -20.57 | 0.62 | 1.28 | + 29 | 81.54 | 6.02 | 9.02 | 0.62 | 2.37 | -20.57 | 0.62 | 1.28 | + 30 | 82.17 | 6.06 | 8.79 | 0.62 | 3.96 | -20.57 | 0.62 | 1.28 | + 31 | 82.79 | 6.11 | 8.55 | 0.62 | 5.55 | -20.57 | 0.62 | 1.28 | + 32 | 83.44 | 6.18 | 8.43 | 0.69 | 7.23 | -1.13 | 0.70 | 1.28 | + 33 | 84.14 | 6.28 | 8.42 | 0.69 | 9.01 | -1.13 | 0.70 | 1.28 | + 34 | 84.83 | 6.40 | 8.40 | 0.69 | 10.79 | -1.13 | 0.70 | 1.28 | + 35 | 85.52 | 6.54 | 8.39 | 0.69 | 12.59 | -1.13 | 0.71 | 1.28 | + 36 | 86.21 | 6.71 | 8.37 | 0.69 | 14.40 | -1.13 | 0.71 | 1.28 | + 37 | 86.90 | 6.90 | 8.36 | 0.69 | 16.22 | -1.13 | 0.72 | 1.28 | + 38 | 87.63 | 7.13 | 8.35 | 0.77 | 18.17 | -1.13 | 0.81 | 1.21 | + 39 | 88.41 | 7.40 | 8.33 | 0.77 | 20.26 | -1.13 | 0.82 | 1.21 | + 40 | 89.18 | 7.70 | 8.32 | 0.77 | 22.37 | -1.13 | 0.84 | 1.21 | + 41 | 90.04 | 8.07 | 8.30 | 0.94 | 24.75 | -1.13 | 1.03 | 1.21 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 0.03 | 0.59 | 0.59 | + 2 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 4.59 | 6.81 | 6.81 | + 3 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 11.92 | 17.68 | 17.68 | + 4 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 18.74 | 27.79 | 27.79 | + 5 | 26.69 | 26.69 | 0.00 | 0.00 | -0.00 | 29.04 | 37.69 | 37.69 | + 6 | 26.69 | 26.69 | 0.00 | 0.00 | -0.00 | 36.48 | 47.35 | 47.35 | + 7 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 38.04 | 55.12 | 55.12 | + 8 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 42.18 | 61.13 | 61.13 | + 9 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 0.19 | 77.31 | 77.31 | + 10 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 39.12 | 79.56 | 79.56 | + 11 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 41.66 | 83.87 | 83.87 | + 12 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 43.98 | 87.80 | 87.80 | + 13 | 26.69 | 26.69 | 0.00 | 0.00 | -0.00 | 3.06 | 89.86 | 89.86 | + 14 | 26.69 | 26.69 | 0.00 | 0.00 | -0.00 | 54.61 | 92.90 | 92.90 | + 15 | 26.69 | 26.69 | 0.00 | 0.00 | -0.00 | 0.25 | 82.48 | 82.48 | + 16 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 62.79 | 83.49 | 83.49 | + 17 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 45.05 | 85.08 | 85.08 | + 18 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 45.60 | 86.13 | 86.13 | + 19 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 54.46 | 85.79 | 85.79 | + 20 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 53.34 | 84.03 | 84.03 | + 21 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 53.71 | 81.98 | 80.45 | + 22 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 52.17 | 79.64 | 75.14 | + 23 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 50.39 | 76.91 | 69.64 | + 24 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 49.01 | 73.92 | 64.05 | + 25 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 39.74 | 71.00 | 58.88 | + 26 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 38.11 | 68.09 | 54.07 | + 27 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 36.33 | 64.91 | 49.12 | + 28 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 38.10 | 61.25 | 43.74 | + 29 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 35.51 | 57.09 | 37.94 | + 30 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 32.71 | 52.59 | 31.97 | + 31 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 29.71 | 47.77 | 25.84 | + 32 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 30.59 | 44.25 | 22.44 | + 33 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 29.03 | 41.98 | 21.75 | + 34 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 27.17 | 39.30 | 20.85 | + 35 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 25.02 | 36.18 | 19.75 | + 36 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 22.56 | 32.63 | 18.43 | + 37 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 19.79 | 28.63 | 16.89 | + 38 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 18.38 | 23.77 | 14.90 | + 39 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 13.89 | 17.96 | 12.42 | + 40 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 8.90 | 11.51 | 9.61 | + 41 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 3.81 | 4.06 | 4.06 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 1.34 | N.A. | N.A. | 0.00 | 0.13 | + 2 | 0.00 | 0.00 | 0.00 | 3.77 | N.A. | N.A. | 0.00 | 5.58 | + 3 | 0.00 | 0.00 | 0.00 | 8.09 | N.A. | N.A. | 0.00 | 15.24 | + 4 | 0.00 | 0.00 | 0.00 | 12.18 | N.A. | N.A. | 0.00 | 24.38 | + 5 | 0.00 | 0.00 | 0.00 | 17.85 | N.A. | N.A. | 0.00 | 33.10 | + 6 | 0.00 | 0.00 | 0.00 | 22.37 | N.A. | N.A. | 0.00 | 42.09 | + 7 | 0.00 | 0.00 | 0.00 | 26.10 | N.A. | N.A. | 0.00 | 49.50 | + 8 | 0.00 | 0.00 | 0.00 | 29.05 | N.A. | N.A. | 0.00 | 55.37 | + 9 | 0.00 | 0.00 | 0.00 | 36.58 | N.A. | N.A. | 13.30 | 70.36 | + 10 | 0.00 | 0.00 | 0.00 | 37.74 | N.A. | N.A. | 13.30 | 72.66 | + 11 | 0.00 | 0.00 | 0.00 | 39.97 | N.A. | N.A. | 13.30 | 77.10 | + 12 | 0.00 | 0.00 | 0.00 | 42.05 | N.A. | N.A. | 13.30 | 81.23 | + 13 | 0.00 | 0.00 | 0.00 | 43.14 | N.A. | N.A. | 13.30 | 83.41 | + 14 | 0.00 | 0.00 | 0.00 | 44.72 | N.A. | N.A. | 13.30 | 86.55 | + 15 | 0.00 | 0.00 | 0.00 | 39.97 | N.A. | N.A. | 0.00 | 77.09 | + 16 | 0.00 | 0.00 | 0.00 | 40.59 | N.A. | N.A. | 0.00 | 78.33 | + 17 | 0.00 | 0.00 | 0.00 | 37.39 | N.A. | N.A. | 0.00 | 80.80 | + 18 | 0.00 | 0.00 | 0.00 | 38.00 | N.A. | N.A. | 0.00 | 82.16 | + 19 | 0.00 | 0.00 | 0.00 | 38.04 | N.A. | N.A. | 0.00 | 82.25 | + 20 | 0.00 | 0.00 | 0.00 | 37.47 | N.A. | N.A. | 0.00 | 80.98 | + 21 | 1.53 | 0.00 | 1.53 | 36.11 | N.A. | N.A. | 0.00 | 77.93 | + 22 | 4.50 | 0.00 | 4.50 | 33.98 | N.A. | N.A. | 0.00 | 73.17 | + 23 | 7.27 | 0.00 | 7.27 | 31.74 | N.A. | N.A. | 0.00 | 68.17 | + 24 | 9.87 | 0.00 | 9.87 | 29.45 | N.A. | N.A. | 0.00 | 63.03 | + 25 | 12.12 | 0.00 | 12.12 | 27.30 | N.A. | N.A. | 0.00 | 58.22 | + 26 | 14.02 | 0.00 | 14.02 | 25.28 | N.A. | N.A. | 0.00 | 53.70 | + 27 | 15.79 | 0.00 | 15.79 | 23.18 | N.A. | N.A. | 0.00 | 49.00 | + 28 | 17.51 | 0.00 | 17.51 | 20.88 | N.A. | N.A. | 0.00 | 43.86 | + 29 | 19.15 | 0.00 | 19.15 | 18.37 | N.A. | N.A. | 0.00 | 38.23 | + 30 | 20.63 | 0.00 | 20.63 | 15.76 | N.A. | N.A. | 0.00 | 32.39 | + 31 | 21.93 | 0.00 | 21.93 | 13.05 | N.A. | N.A. | 0.00 | 26.33 | + 32 | 21.81 | 0.00 | 21.81 | 11.56 | N.A. | N.A. | 0.00 | 23.01 | + 33 | 20.24 | 0.00 | 20.24 | 11.31 | N.A. | N.A. | 0.00 | 22.44 | + 34 | 18.45 | 0.00 | 18.45 | 10.96 | N.A. | N.A. | 0.00 | 21.66 | + 35 | 16.44 | 0.00 | 16.44 | 10.51 | N.A. | N.A. | 0.00 | 20.66 | + 36 | 14.20 | 0.00 | 14.20 | 9.96 | N.A. | N.A. | 0.00 | 19.42 | + 37 | 11.74 | 0.00 | 11.74 | 9.30 | N.A. | N.A. | 0.00 | 17.94 | + 38 | 8.86 | 0.00 | 8.86 | 9.30 | N.A. | N.A. | 0.00 | 16.09 | + 39 | 5.54 | 0.00 | 5.54 | 8.03 | N.A. | N.A. | 0.00 | 13.57 | + 40 | 1.90 | 0.00 | 1.90 | 6.57 | N.A. | N.A. | 0.00 | 10.66 | + 41 | 0.00 | 0.00 | 0.00 | 3.57 | N.A. | N.A. | 0.00 | 4.70 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 0.59 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 6.81 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 17.68 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 27.79 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 37.69 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 47.35 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 55.12 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 61.13 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 77.31 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 79.56 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 83.87 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 87.80 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 89.86 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 92.90 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 82.48 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 83.49 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 85.08 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 86.13 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 85.79 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 84.03 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 80.45 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 75.14 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 69.64 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 64.05 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 58.88 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 54.07 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 49.12 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 43.74 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 37.94 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 31.97 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 25.84 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 22.44 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 21.75 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 34 | N.A. | 20.85 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 35 | N.A. | 19.75 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 36 | N.A. | 18.43 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 37 | N.A. | 16.89 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 38 | N.A. | 14.90 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 39 | N.A. | 12.42 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 40 | N.A. | 9.61 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 41 | N.A. | 4.06 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + No correct slide plane found. + in zone 1B + + + Information on the zone plane : Fmin = 1.749 + : Zone = 2A + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 80.61 [m] + Y co-ordinate center point : 20.19 [m] + Radius of critical circle : 11.75 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 826.26 [kNm/m] + Driving moment free water : 0.00 [kNm/m] + Driving moment external loads : 76.78 [kNm/m] + Iterated resisting moment : 1445.04 [kNm/m] + Non-iterated resisting moment : 1363.12 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 72.49 | 11.70 | 11.71 | 0.02 | -43.77 | -2.72 | 0.02 | 1.28 | + 2 | 72.51 | 11.67 | 11.71 | 0.04 | -43.57 | 5.71 | 0.06 | 1.28 | + 3 | 72.65 | 11.55 | 11.72 | 0.23 | -42.68 | 5.47 | 0.31 | 1.28 | + 4 | 72.88 | 11.34 | 11.75 | 0.23 | -41.18 | 5.47 | 0.30 | 1.28 | + 5 | 73.11 | 11.15 | 11.77 | 0.23 | -39.72 | 5.47 | 0.30 | 1.28 | + 6 | 73.22 | 11.05 | 11.78 | 0.00 | -38.98 | 5.47 | 0.00 | 1.28 | + 7 | 73.38 | 10.93 | 11.75 | 0.31 | -38.02 | -9.93 | 0.39 | 1.28 | + 8 | 73.68 | 10.70 | 11.70 | 0.31 | -36.14 | -9.93 | 0.38 | 1.28 | + 9 | 73.99 | 10.48 | 11.65 | 0.31 | -34.31 | -9.93 | 0.37 | 1.28 | + 10 | 74.30 | 10.28 | 11.59 | 0.31 | -32.51 | -9.93 | 0.36 | 1.28 | + 11 | 74.61 | 10.09 | 11.54 | 0.31 | -30.75 | -9.93 | 0.36 | 1.28 | + 12 | 74.90 | 9.92 | 11.49 | 0.28 | -29.11 | -9.93 | 0.32 | 1.21 | + 13 | 75.20 | 9.76 | 11.40 | 0.32 | -27.45 | -20.57 | 0.37 | 1.21 | + 14 | 75.52 | 9.60 | 11.28 | 0.32 | -25.68 | -20.57 | 0.36 | 1.21 | + 15 | 75.85 | 9.45 | 11.16 | 0.32 | -23.93 | -20.57 | 0.36 | 1.21 | + 16 | 76.17 | 9.31 | 11.04 | 0.32 | -22.21 | -20.57 | 0.35 | 1.21 | + 17 | 76.50 | 9.18 | 10.91 | 0.32 | -20.51 | -20.57 | 0.35 | 1.21 | + 18 | 76.82 | 9.07 | 10.79 | 0.32 | -18.83 | -20.57 | 0.34 | 1.21 | + 19 | 77.15 | 8.96 | 10.67 | 0.32 | -17.16 | -20.57 | 0.34 | 1.21 | + 20 | 77.47 | 8.87 | 10.55 | 0.32 | -15.51 | -20.57 | 0.34 | 1.21 | + 21 | 77.80 | 8.78 | 10.43 | 0.32 | -13.87 | -20.57 | 0.33 | 1.21 | + 22 | 78.12 | 8.71 | 10.30 | 0.32 | -12.24 | -20.57 | 0.33 | 1.21 | + 23 | 78.44 | 8.64 | 10.18 | 0.32 | -10.63 | -20.57 | 0.33 | 1.21 | + 24 | 78.77 | 8.58 | 10.06 | 0.32 | -9.02 | -20.57 | 0.33 | 1.21 | + 25 | 79.10 | 8.54 | 9.94 | 0.34 | -7.39 | -20.57 | 0.34 | 1.21 | + 26 | 79.44 | 8.50 | 9.81 | 0.34 | -5.74 | -20.57 | 0.34 | 1.21 | + 27 | 79.77 | 8.47 | 9.68 | 0.34 | -4.10 | -20.57 | 0.34 | 1.21 | + 28 | 80.11 | 8.45 | 9.56 | 0.34 | -2.46 | -20.57 | 0.34 | 1.21 | + 29 | 80.44 | 8.44 | 9.43 | 0.34 | -0.82 | -20.57 | 0.34 | 1.21 | + 30 | 80.78 | 8.44 | 9.31 | 0.34 | 0.82 | -20.57 | 0.34 | 1.21 | + 31 | 81.12 | 8.45 | 9.18 | 0.34 | 2.46 | -20.57 | 0.34 | 1.21 | + 32 | 81.45 | 8.47 | 9.05 | 0.34 | 4.10 | -20.57 | 0.34 | 1.21 | + 33 | 81.79 | 8.50 | 8.93 | 0.34 | 5.75 | -20.57 | 0.34 | 1.21 | + 34 | 82.12 | 8.54 | 8.80 | 0.34 | 7.40 | -20.57 | 0.34 | 1.21 | + 35 | 82.46 | 8.59 | 8.68 | 0.34 | 9.06 | -20.57 | 0.34 | 1.21 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.00 | 13.45 | 13.45 | + 2 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 0.03 | 13.99 | 13.99 | + 3 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 0.74 | 16.53 | 16.53 | + 4 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 1.70 | 20.74 | 20.74 | + 5 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 2.62 | 24.75 | 24.75 | + 6 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 0.04 | 13.43 | 13.43 | + 7 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 4.66 | 15.18 | 15.18 | + 8 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.68 | 18.48 | 18.48 | + 9 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.60 | 21.50 | 21.50 | + 10 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.45 | 24.26 | 24.26 | + 11 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 8.22 | 26.76 | 26.76 | + 12 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 7.95 | 28.89 | 28.89 | + 13 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 9.82 | 30.22 | 30.22 | + 14 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 10.03 | 30.89 | 30.89 | + 15 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 10.18 | 31.33 | 31.33 | + 16 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 10.25 | 31.57 | 31.57 | + 17 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 10.27 | 31.60 | 31.60 | + 18 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 10.21 | 31.44 | 31.44 | + 19 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 10.10 | 31.08 | 31.08 | + 20 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 9.92 | 30.54 | 30.54 | + 21 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 9.69 | 29.82 | 29.82 | + 22 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 9.39 | 28.92 | 28.92 | + 23 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 9.05 | 27.85 | 27.85 | + 24 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 8.64 | 26.60 | 26.60 | + 25 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 8.46 | 25.20 | 25.20 | + 26 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 7.93 | 23.62 | 23.62 | + 27 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 7.35 | 21.88 | 21.88 | + 28 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 6.70 | 19.95 | 19.95 | + 29 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 6.00 | 17.86 | 17.86 | + 30 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 5.24 | 15.59 | 15.59 | + 31 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 4.42 | 13.14 | 13.14 | + 32 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 3.54 | 10.52 | 10.52 | + 33 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 2.60 | 7.73 | 7.73 | + 34 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 1.60 | 4.76 | 4.76 | + 35 | 26.69 | 26.69 | 0.00 | -0.00 | -0.00 | 0.54 | 1.62 | 1.62 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 5.86 | N.A. | N.A. | 13.30 | 10.24 | + 2 | 0.00 | 0.00 | 0.00 | 6.06 | N.A. | N.A. | 13.30 | 10.69 | + 3 | 0.00 | 0.00 | 0.00 | 7.01 | N.A. | N.A. | 13.30 | 12.83 | + 4 | 0.00 | 0.00 | 0.00 | 8.62 | N.A. | N.A. | 13.30 | 16.42 | + 5 | 0.00 | 0.00 | 0.00 | 10.18 | N.A. | N.A. | 13.30 | 19.91 | + 6 | 0.00 | 0.00 | 0.00 | 6.03 | N.A. | N.A. | 0.00 | 10.64 | + 7 | 0.00 | 0.00 | 0.00 | 6.72 | N.A. | N.A. | 0.00 | 12.18 | + 8 | 0.00 | 0.00 | 0.00 | 8.04 | N.A. | N.A. | 0.00 | 15.12 | + 9 | 0.00 | 0.00 | 0.00 | 9.27 | N.A. | N.A. | 0.00 | 17.88 | + 10 | 0.00 | 0.00 | 0.00 | 10.42 | N.A. | N.A. | 0.00 | 20.46 | + 11 | 0.00 | 0.00 | 0.00 | 11.49 | N.A. | N.A. | 0.00 | 22.85 | + 12 | 0.00 | 0.00 | 0.00 | 13.56 | N.A. | N.A. | 0.00 | 24.57 | + 13 | 0.00 | 0.00 | 0.00 | 14.27 | N.A. | N.A. | 0.00 | 25.98 | + 14 | 0.00 | 0.00 | 0.00 | 14.70 | N.A. | N.A. | 0.00 | 26.84 | + 15 | 0.00 | 0.00 | 0.00 | 15.04 | N.A. | N.A. | 0.00 | 27.51 | + 16 | 0.00 | 0.00 | 0.00 | 15.29 | N.A. | N.A. | 0.00 | 28.00 | + 17 | 0.00 | 0.00 | 0.00 | 15.44 | N.A. | N.A. | 0.00 | 28.30 | + 18 | 0.00 | 0.00 | 0.00 | 15.49 | N.A. | N.A. | 0.00 | 28.41 | + 19 | 0.00 | 0.00 | 0.00 | 15.46 | N.A. | N.A. | 0.00 | 28.35 | + 20 | 0.00 | 0.00 | 0.00 | 15.34 | N.A. | N.A. | 0.00 | 28.10 | + 21 | 0.00 | 0.00 | 0.00 | 15.13 | N.A. | N.A. | 0.00 | 27.68 | + 22 | 0.00 | 0.00 | 0.00 | 14.82 | N.A. | N.A. | 0.00 | 27.08 | + 23 | 0.00 | 0.00 | 0.00 | 14.43 | N.A. | N.A. | 0.00 | 26.30 | + 24 | 0.00 | 0.00 | 0.00 | 13.95 | N.A. | N.A. | 0.00 | 25.34 | + 25 | 0.00 | 0.00 | 0.00 | 13.38 | N.A. | N.A. | 0.00 | 24.20 | + 26 | 0.00 | 0.00 | 0.00 | 12.72 | N.A. | N.A. | 0.00 | 22.89 | + 27 | 0.00 | 0.00 | 0.00 | 11.96 | N.A. | N.A. | 0.00 | 21.39 | + 28 | 0.00 | 0.00 | 0.00 | 11.10 | N.A. | N.A. | 0.00 | 19.68 | + 29 | 0.00 | 0.00 | 0.00 | 10.15 | N.A. | N.A. | 0.00 | 17.77 | + 30 | 0.00 | 0.00 | 0.00 | 9.08 | N.A. | N.A. | 0.00 | 15.66 | + 31 | 0.00 | 0.00 | 0.00 | 7.92 | N.A. | N.A. | 0.00 | 13.34 | + 32 | 0.00 | 0.00 | 0.00 | 6.64 | N.A. | N.A. | 0.00 | 10.80 | + 33 | 0.00 | 0.00 | 0.00 | 5.25 | N.A. | N.A. | 0.00 | 8.03 | + 34 | 0.00 | 0.00 | 0.00 | 3.74 | N.A. | N.A. | 0.00 | 5.04 | + 35 | 0.00 | 0.00 | 0.00 | 2.12 | N.A. | N.A. | 0.00 | 1.81 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 13.45 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 13.99 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 16.53 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 20.74 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 24.75 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 13.43 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 15.18 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 18.48 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 21.50 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 24.26 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 26.76 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 28.89 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 30.22 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 30.89 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 31.33 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 31.57 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 31.60 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 31.44 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 31.08 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 30.54 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 29.82 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 28.92 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 27.85 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 26.60 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 25.20 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 23.62 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 21.88 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 19.95 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 17.86 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 15.59 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 13.14 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 10.52 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 7.73 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 34 | N.A. | 4.76 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 35 | N.A. | 1.62 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + No correct slide plane found. + in zone 2B + + + No correct slide plane found. + in zone 3A + + + No correct slide plane found. + in zone 3B + + + + END OF D-Geo Stability OUTPUT + ============================= Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM393.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM393.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM393.STI.sti (revision 2226) @@ -0,0 +1,1200 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 2-2-2015 +TIME : 14:00:48 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 260119\Stabiliteit\Geometries\Gespiegeld\DEM393.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +zanddiep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.klgra +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleigr +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.60 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kl.br.z (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.70 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zandlos +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleibr +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=7.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zanddiep +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 36 - Number of geometry points - + 1 65.000 3.000 0.000 + 2 45.000 3.500 0.000 + 3 31.000 4.000 0.000 + 4 30.000 7.500 0.000 + 5 0.000 7.500 0.000 + 6 65.000 7.600 0.000 + 7 53.500 7.800 0.000 + 8 45.100 12.100 0.000 + 9 40.000 12.200 0.000 + 10 36.500 11.400 0.000 + 11 30.500 9.200 0.000 + 12 23.500 8.700 0.000 + 13 0.000 8.100 0.000 + 14 25.000 8.000 0.000 + 15 12.000 9.100 0.000 + 16 0.000 9.100 0.000 + 17 52.300 8.500 0.000 + 18 33.500 10.600 0.000 + 19 28.200 10.800 0.000 + 20 22.200 10.700 0.000 + 21 19.000 11.000 0.000 + 22 17.400 11.000 0.000 + 23 34.650 10.500 0.000 + 24 47.400 6.000 0.000 + 25 43.800 6.000 0.000 + 26 0.000 10.500 0.000 + 27 65.000 10.000 0.000 + 28 53.000 10.000 0.000 + 29 39.000 9.000 0.000 + 30 12.000 9.700 0.000 + 31 65.000 0.000 0.000 + 32 0.000 0.000 0.000 + 33 36.000 3.800 0.000 + 34 65.000 7.600 0.000 + 35 53.500 7.800 0.000 + 36 52.300 8.500 0.000 +[END OF POINTS] + +[CURVES] + 21 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 7 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 17 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 17 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 36 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 23 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 28 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 5 4 3 2 + 2 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 5 4 3 7 6 + 3 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 11 10 9 8 6 + 4 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 11 10 15 14 13 12 8 6 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 17 16 19 18 + 2 - PlLine number + 2 - number of curves on PlLine, next line(s) are curvenumbers + 21 20 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zanddiep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + l.klgra + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + l.kleigr + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + kl.br.z (2) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Demen hmp 393 +bestaande situatie + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 50 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 48.000 54.000 5 X-direction + 13.000 20.000 5 Y-direction + 8.000 2.000 5 Tangent lines + 65.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 42.50 45.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 65.000 65.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 65.000 65.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 65.00 = X co-ordinate indicating start of zone [m] + 65.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 65.00 = Left side minimum road [m] + 65.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM396.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM396.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM396.STI.sti (revision 2226) @@ -0,0 +1,1250 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 2-2-2015 +TIME : 14:00:48 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 260119\Stabiliteit\Geometries\Gespiegeld\DEM396.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +zanddiep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.klgra +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleigr +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.60 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleibr +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=7.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kl.br.z (1) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.70 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zandlos +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zanddiep +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 33 - Number of geometry points - + 1 70.000 6.800 0.000 + 2 60.500 6.800 0.000 + 3 58.500 5.300 0.000 + 4 56.500 4.900 0.000 + 5 50.700 4.850 0.000 + 6 45.600 6.700 0.000 + 7 38.000 8.500 0.000 + 8 35.000 8.500 0.000 + 9 30.000 10.700 0.000 + 10 25.500 11.000 0.000 + 11 18.500 7.900 0.000 + 12 8.500 7.300 0.000 + 13 0.000 7.300 0.000 + 14 33.000 8.500 0.000 + 15 33.000 7.000 0.000 + 16 23.000 7.000 0.000 + 17 70.000 1.500 0.000 + 18 43.000 1.500 0.000 + 19 37.000 2.500 0.000 + 20 22.000 2.500 0.000 + 21 15.000 4.000 0.000 + 22 0.000 4.000 0.000 + 23 45.400 6.800 0.000 + 24 24.300 10.400 0.000 + 25 0.000 10.400 0.000 + 26 70.000 9.800 0.000 + 27 46.000 9.900 0.000 + 28 18.000 10.100 0.000 + 29 70.000 -3.000 0.000 + 30 0.000 -3.000 0.000 + 31 70.000 6.800 0.000 + 32 60.500 6.800 0.000 + 33 33.000 8.500 0.000 +[END OF POINTS] + +[CURVES] + 32 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 5 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 5 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 16 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 6 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 14 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 32 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 23 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 33 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 28 +[END OF CURVES] + +[BOUNDARIES] + 6 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 6 5 4 3 2 + 2 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 6 5 4 3 11 10 9 8 7 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 10 9 8 7 + 4 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 16 15 19 18 17 10 9 8 7 + 5 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 24 23 22 21 20 17 10 9 + 8 7 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 6 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 6 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 6 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 28 27 26 25 29 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 32 31 30 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 5 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zanddiep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + l.klgra + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + l.kleigr + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + l.kleibr + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + kl.br.z (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Neerloon-Demen +Demen hm 396.5, ven binnen + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 5 Number of layers + 5 100 + 4 100 100 + 3 100 100 100 + 2 100 100 100 100 + 1 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 50 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 +[CIRCLES] + 42.000 49.000 5 X-direction + 12.000 18.000 5 Y-direction + 5.000 0.000 8 Tangent lines + 70.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 2 = number of items +1 + 13.00 = magnitude + 35.00 37.50 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +2 + 13.00 = magnitude + 27.00 29.50 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 5 +[LIFT SLIP DATA] + 70.000 70.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 70.000 70.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 5 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 70.00 = X co-ordinate indicating start of zone [m] + 70.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 70.00 = Left side minimum road [m] + 70.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Lith645.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Lith645.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Lith645.sti (revision 2226) @@ -0,0 +1,1012 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 18-2-2015 +TIME : 9:12:29 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150205\Stabiliteit\Geometries\Lith645.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +1 +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +2 a +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=23.50 +SoilDilatancy=23.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +2 (1) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.00 +SoilPhi=22.50 +SoilDilatancy=22.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +3 +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_1 +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 30 - Number of geometry points - + 1 70.000 4.580 0.000 + 2 63.540 4.810 0.000 + 3 62.440 5.360 0.000 + 4 40.440 6.600 0.000 + 5 36.860 8.380 0.000 + 6 30.000 8.980 0.000 + 7 17.730 8.430 0.000 + 8 12.180 6.320 0.000 + 9 2.880 6.060 0.000 + 10 0.000 6.040 0.000 + 11 39.600 5.000 0.000 + 12 37.600 6.200 0.000 + 13 13.600 6.100 0.000 + 14 70.000 3.000 0.000 + 15 37.600 3.000 0.000 + 16 13.600 3.000 0.000 + 17 0.000 3.000 0.000 + 18 70.000 0.000 0.000 + 19 0.000 0.000 0.000 + 20 70.000 4.580 0.000 + 21 62.440 5.360 0.000 + 22 40.440 6.600 0.000 + 23 17.700 7.600 0.000 + 24 16.700 8.000 0.000 + 25 0.000 8.000 0.000 + 26 70.000 7.210 0.000 + 27 41.000 7.570 0.000 + 28 63.540 4.810 0.000 + 29 12.200 7.780 0.000 + 30 62.557 7.360 0.000 +[END OF POINTS] + +[CURVES] + 29 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 2 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 13 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 20 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 28 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 29 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 26 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 30 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 19 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 17 18 14 + 2 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 17 16 12 15 14 + 3 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 9 13 12 11 10 1 + 4 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 9 8 7 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 23 22 21 20 25 24 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 27 26 29 28 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_1 + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + 2 (1) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + 2 a + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + 3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Lith hmp 645 +bestaande situatie + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 45.000 55.000 11 X-direction + 15.000 25.000 11 Y-direction + 4.000 1.000 11 Tangent lines + 30.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 32.50 35.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 3 +[LIFT SLIP DATA] + 30.000 30.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 30.000 30.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 30.00 = X co-ordinate indicating start of zone [m] + 30.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 30.00 = Left side minimum road [m] + 30.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/HM528-6.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/HM528-6.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/HM528-6.STI.sti (revision 2226) @@ -0,0 +1,1205 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 18-2-2015 +TIME : 9:12:30 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150205\Stabiliteit\Geometries\HM528-6.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +zand (2) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kleidek +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijkzand +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijkklei +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamOvenDry=0.01 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (2) +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 41 - Number of geometry points - + 1 27.300 3.000 0.000 + 2 18.600 0.200 0.000 + 3 0.000 0.200 0.000 + 4 90.000 5.600 0.000 + 5 83.000 5.600 0.000 + 6 71.000 5.600 0.000 + 7 66.800 5.400 0.000 + 8 62.000 5.200 0.000 + 9 42.600 5.500 0.000 + 10 40.000 5.700 0.000 + 11 34.000 5.500 0.000 + 12 32.300 4.300 0.000 + 13 31.000 4.300 0.000 + 14 64.500 6.300 0.000 + 15 57.200 8.700 0.000 + 16 51.800 8.700 0.000 + 17 65.300 6.800 0.000 + 18 57.200 9.500 0.000 + 19 51.100 9.500 0.000 + 20 55.200 10.200 0.000 + 21 52.500 10.200 0.000 + 22 50.000 10.200 0.000 + 23 49.100 10.200 0.000 + 24 46.500 9.300 0.000 + 25 0.000 9.300 0.000 + 26 47.300 5.200 0.000 + 27 80.000 6.200 0.000 + 28 36.000 5.600 0.000 + 29 90.000 2.800 0.000 + 30 50.000 2.800 0.000 + 31 42.000 3.000 0.000 + 32 90.000 -4.000 0.000 + 33 0.000 -4.000 0.000 + 34 90.000 5.600 0.000 + 35 83.000 5.600 0.000 + 36 65.300 6.800 0.000 + 37 47.500 8.300 0.000 + 38 36.000 5.600 0.000 + 39 34.000 5.500 0.000 + 40 0.000 5.500 0.000 + 41 90.000 5.500 0.000 +[END OF POINTS] + +[CURVES] + 41 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 26 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 28 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 13 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 7 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 16 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 6 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 17 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 19 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 18 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 23 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 5 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 27 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 31 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 +[END OF CURVES] + +[BOUNDARIES] + 8 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 34 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 2 1 33 32 31 + 2 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 2 1 14 13 12 11 10 9 8 7 + 6 5 4 3 + 3 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 2 1 14 13 12 11 10 9 18 17 + 16 15 5 4 3 + 4 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 2 1 14 13 12 11 10 9 18 17 + 16 20 19 4 3 + 5 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 2 1 14 13 12 11 10 23 22 21 + 19 4 3 + 6 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 2 1 14 13 12 11 28 27 26 25 + 24 21 19 4 3 + 7 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 2 1 14 13 12 11 28 27 26 25 + 24 21 30 29 3 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 8 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 8 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 8 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 40 39 38 37 36 35 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 41 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 7 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (2) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + kleidek + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + dijkzand + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + dijkzand + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + dijkklei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + dijkklei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + dijkzand + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-361580 Detailonderzoek maasdijken +Vak B, dwp 528 - 60m buitenwaartse stab + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 7 Number of layers + 7 100 + 6 0 100 + 5 0 100 100 + 4 100 100 100 100 + 3 100 100 100 100 100 + 2 0 100 100 100 100 100 + 1 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 +[CIRCLES] + 11.000 39.000 15 X-direction + 45.000 73.000 15 Y-direction + 0.500 -1.500 5 Tangent lines + 50.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 8 +[LIFT SLIP DATA] + 50.000 50.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 50.000 50.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 7 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 50.00 = X co-ordinate indicating start of zone [m] + 50.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 50.00 = Left side minimum road [m] + 50.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/OY564.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/OY564.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/OY564.STI.sti (revision 2226) @@ -0,0 +1,1022 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 18-2-2015 +TIME : 9:12:29 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150205\Stabiliteit\Geometries\OY564.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +1 +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +2 (1) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.00 +SoilPhi=22.50 +SoilDilatancy=22.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +3 (1) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=26.00 +SoilDilatancy=26.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +2 a +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=23.50 +SoilDilatancy=23.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_1 +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 34 - Number of geometry points - + 1 65.000 5.840 0.000 + 2 54.250 6.370 0.000 + 3 45.020 8.780 0.000 + 4 43.900 8.810 0.000 + 5 43.710 8.860 0.000 + 6 42.270 9.490 0.000 + 7 40.000 9.390 0.000 + 8 37.910 9.420 0.000 + 9 30.260 7.010 0.000 + 10 20.370 6.680 0.000 + 11 0.000 6.220 0.000 + 12 65.000 4.000 0.000 + 13 51.000 4.000 0.000 + 14 19.000 4.000 0.000 + 15 0.000 4.000 0.000 + 16 51.000 3.000 0.000 + 17 44.000 3.000 0.000 + 18 36.000 1.000 0.000 + 19 26.000 1.000 0.000 + 20 19.000 1.500 0.000 + 21 65.000 3.000 0.000 + 22 12.500 2.000 0.000 + 23 0.000 2.000 0.000 + 24 65.000 -2.000 0.000 + 25 0.000 -2.000 0.000 + 26 65.000 5.840 0.000 + 27 54.250 6.370 0.000 + 28 45.420 7.000 0.000 + 29 37.900 7.800 0.000 + 30 36.000 8.800 0.000 + 31 0.000 8.800 0.000 + 32 65.000 8.200 0.000 + 33 54.250 8.410 0.000 + 34 30.365 8.570 0.000 +[END OF POINTS] + +[CURVES] + 31 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 13 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 20 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 34 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 23 + 1 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 22 21 18 17 16 15 20 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 13 19 18 17 16 15 14 11 + 3 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 13 12 11 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 10 9 8 7 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 28 27 26 25 24 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 31 30 29 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_1 + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + 2 a + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + 2 (1) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + 3 (1) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Oyen hmp 564 +bestaande situatie + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 50.000 57.000 8 X-direction + 10.000 17.000 8 Y-direction + 6.000 1.000 6 Tangent lines + 40.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 39.00 41.50 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 3 +[LIFT SLIP DATA] + 40.000 40.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 40.000 40.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 40.00 = X co-ordinate indicating start of zone [m] + 40.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 40.00 = Left side minimum road [m] + 40.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 289.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 289.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 289.sti (revision 2226) @@ -0,0 +1,873 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 10:40:40 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150303\Stabiliteit\Geometries\Keent 289.sti +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 4 = number of items +[SOIL] +Zand-tussen +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Huidige klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand-diep +SoilColor=65535 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand-diep +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 37 - Number of geometry points - + 1 0.000 5.000 0.000 + 2 135.000 7.877 0.000 + 3 134.794 7.877 0.000 + 4 124.491 8.047 0.000 + 5 98.272 8.193 0.000 + 6 95.953 8.490 0.000 + 7 89.390 8.808 0.000 + 8 85.698 9.129 0.000 + 9 81.183 11.286 0.000 + 10 78.124 11.976 0.000 + 11 75.000 11.976 0.000 + 12 72.938 11.931 0.000 + 13 64.378 8.943 0.000 + 14 64.368 8.933 0.000 + 15 56.950 8.787 0.000 + 16 46.982 8.406 0.000 + 17 32.901 8.205 0.000 + 18 0.000 8.225 0.000 + 19 135.000 6.800 0.000 + 20 85.698 6.800 0.000 + 21 81.183 3.200 0.000 + 22 68.818 3.200 0.000 + 23 65.128 7.500 0.000 + 24 0.000 7.500 0.000 + 25 135.000 3.166 0.000 + 26 0.000 3.200 0.000 + 27 135.000 -10.000 0.000 + 28 0.000 -10.000 0.000 + 29 135.000 7.700 0.000 + 30 98.000 8.193 0.000 + 31 85.649 8.772 0.000 + 32 71.786 11.560 0.000 + 33 0.000 11.560 0.000 + 34 98.272 9.320 0.000 + 35 85.698 9.530 0.000 + 36 64.368 10.460 0.000 + 37 78.124 10.700 0.000 +[END OF POINTS] + +[CURVES] + 33 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 25 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 22 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 36 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 31 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 37 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 24 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 23 19 22 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 21 20 19 22 + 3 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 21 20 19 18 17 + 4 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 9 8 7 + 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 27 33 32 26 25 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 31 30 29 28 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand-diep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Zand-tussen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Zand-tussen + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijring 36a, Keent +Profiel 0 +Huidiige situatie +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 78.940 86.017 10 X-direction + 14.919 20.952 10 Y-direction + 9.397 4.397 11 Tangent lines + 75.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeer + 13.30 = magnitude + 75.49 77.99 = xstart and xend + 30.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 75.000 75.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 75.000 75.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 0 0 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 75.00 = X co-ordinate indicating start of zone [m] + 75.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 75.00 = Left side minimum road [m] + 75.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series003/Dik(dike)_Loc(337)_Mdl(Bishop)_1996-01-01T00_00_00z2.jpg =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series003/Dik(dike)_Loc(337)_Mdl(Bishop)_1996-01-01T00_00_00.sto =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series003/Dik(dike)_Loc(337)_Mdl(Bishop)_1996-01-01T00_00_00.sto (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series003/Dik(dike)_Loc(337)_Mdl(Bishop)_1996-01-01T00_00_00.sto (revision 2226) @@ -0,0 +1,4751 @@ +Program : D-Geo Stability +Version : 18.1.1.3 +Company : Stichting Deltares +Date : 27-03-2019 +Time : 13:46:17 + +Output file : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series003\Dik(dike)_Loc(337)_Mdl(Bishop)_1996-01-01T00_00_00.sto +Input file : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series003\Dik(dike)_Loc(337)_Mdl(Bishop)_1996-01-01T00_00_00.sti +========================== BEGINNING OF DATA ========================== + + + ECHO OF THE INPUT + ================= + + + Problem identification : + : + + Calculation model : Bishop + Default shear strength : C phi + Zone type : New + + LAYER BOUNDARIES + ================ + + Boundary no.| Co-ordinates [m] + ------------|---------------------------------------------------- + | + 11 - X - | 0.00 4.93 17.93 21.62 22.88 26.89 + 11 - Y - | 8.06 8.15 8.32 9.44 9.82 9.84 + | + 11 - X - | 27.51 30.37 31.83 32.45 34.12 35.00 + 11 - Y - | 9.85 11.20 11.47 11.51 11.60 11.65 + | + 11 - X - | 37.04 38.05 39.54 45.88 70.42 75.00 + 11 - Y - | 11.55 11.50 11.42 8.88 8.26 8.19 + | + 10 - X - | 0.00 4.93 17.93 21.62 22.63 26.41 + 10 - Y - | 8.06 8.15 8.32 9.44 9.48 9.63 + | + 10 - X - | 26.89 27.51 30.37 31.83 32.45 34.12 + 10 - Y - | 9.84 9.85 11.20 11.47 11.51 11.60 + | + 10 - X - | 35.00 37.04 38.05 39.54 45.88 70.42 + 10 - Y - | 11.65 11.55 11.50 11.42 8.88 8.26 + | + 10 - X - | 75.00 + 10 - Y - | 8.19 + | + 9 - X - | 0.00 4.93 17.93 21.62 22.63 26.41 + 9 - Y - | 8.06 8.15 8.32 9.44 9.48 9.63 + | + 9 - X - | 26.89 27.51 30.37 31.83 32.45 32.45 + 9 - Y - | 9.84 9.85 11.20 11.47 11.51 11.01 + | + 9 - X - | 35.00 37.82 38.05 39.54 45.88 70.42 + 9 - Y - | 11.15 11.02 11.50 11.42 8.88 8.26 + | + 9 - X - | 75.00 + 9 - Y - | 8.19 + | + 8 - X - | 0.00 4.93 17.93 21.62 22.63 26.41 + 8 - Y - | 8.06 8.15 8.32 9.44 9.48 9.63 + | + 8 - X - | 26.89 27.51 30.37 31.83 32.45 32.45 + 8 - Y - | 9.84 9.85 11.20 11.47 11.51 11.01 + | + 8 - X - | 35.00 37.82 38.05 39.54 43.42 45.07 + 8 - Y - | 11.15 11.02 11.50 11.42 9.65 8.90 + | + 8 - X - | 45.88 70.42 75.00 + 8 - Y - | 8.88 8.26 8.19 + | + 7 - X - | 0.00 4.93 17.93 21.62 22.63 26.41 + 7 - Y - | 8.06 8.15 8.32 9.44 9.48 9.63 + | + 7 - X - | 26.89 27.51 30.37 31.83 32.45 32.45 + 7 - Y - | 9.84 9.85 11.20 11.47 11.51 11.01 + | + 7 - X - | 35.00 37.82 38.05 39.54 39.73 44.74 + 7 - Y - | 11.15 11.02 11.50 11.42 11.09 8.54 + | + 7 - X - | 45.69 45.88 70.42 75.00 + 7 - Y - | 8.49 8.88 8.26 8.19 + | + 6 - X - | 0.00 17.93 19.64 22.00 27.51 28.59 + 6 - Y - | 6.50 6.50 7.31 7.60 7.60 7.23 + | + 6 - X - | 32.50 38.50 45.88 50.56 75.00 + 6 - Y - | 6.70 6.70 6.50 6.50 6.50 + | + 5 - X - | 0.00 17.93 19.64 22.00 27.51 28.59 + 5 - Y - | 6.50 6.50 7.31 6.80 6.80 7.23 + | + 5 - X - | 32.50 38.50 45.88 50.56 75.00 + 5 - Y - | 6.70 6.70 6.50 6.50 6.50 + | + 4 - X - | 0.00 17.93 23.91 27.51 32.50 38.50 + 4 - Y - | 6.50 6.50 6.10 6.10 6.70 6.70 + | + 4 - X - | 45.88 50.56 75.00 + 4 - Y - | 6.50 6.50 6.50 + | + 3 - X - | 0.00 17.93 23.91 27.51 32.50 38.50 + 3 - Y - | 6.50 6.50 6.10 6.10 6.70 6.70 + | + 3 - X - | 44.46 45.88 75.00 + 3 - Y - | 5.56 6.00 6.00 + | + 2 - X - | 0.00 17.93 23.91 27.51 32.50 38.50 + 2 - Y - | 6.50 6.50 6.10 6.10 6.70 6.70 + | + 2 - X - | 44.46 45.88 75.00 + 2 - Y - | 5.56 5.20 5.20 + | + 1 - X - | 0.00 17.93 27.51 32.50 38.50 45.88 + 1 - Y - | 5.00 5.00 4.80 2.60 2.60 3.50 + | + 1 - X - | 54.10 75.00 + 1 - Y - | 3.50 3.50 + | + 0 - X - | 0.00 75.00 + 0 - Y - | -6.70 -6.70 + + + + PL-LINES + ======== + + Pl-line no. | Co-ordinates [m] + ------------|---------------------------------------------------- + | + 1 - X - | 0.00 31.83 39.54 45.88 75.00 + 1 - Y - | 8.06 8.33 6.56 8.88 8.88 + | + 2 - X - | 0.00 75.00 + 2 - Y - | -6.70 -6.70 + | + 3 - X - | 0.00 1.00 5.00 17.93 56.00 75.00 + 3 - Y - | 5.44 5.44 5.45 5.44 5.43 5.43 + | + 4 - X - | 0.00 75.00 + 4 - Y - | -6.70 -6.70 + + + + + Unit weight of water used for calculation: 9.81 [kN/m3] + The groundwater level is determined by Pl-line number 1 + + + + REFERENCE LEVEL SU + ================== + + + | Co-ordinates [m] +--------- |----------------------------------------------------------- + | + - X - | 0.00 75.00 + - Y - | -6.70 -6.70 + + + Unit weight, dry 16.00 [kN/m3] + Unit weight, wet 18.00 [kN/m3] + + + + FORBIDDEN LINES + =============== + + No forbidden lines were input. + + + + SOIL PROPERTIES + =============== + + Layer no.| Material name + ---------|----------------------------- + 11 | klei, huidig + 10 | weg + 9 | klei, nieuw + 8 | klei, nieuw + 7 | klei, huidig + 6 | zandtussenlaag + 5 | klei, huidig + 4 | zandtussenlaag + 3 | klei, huidig + 2 | zandtussenlaag + 1 | wl_zandondergrond + + Layer | Gam usat| Gam sat | Pl-line | Pl-line | + number | [kN/m3] | [kN/m3] | top | bottom | + ---------|---------|---------|---------|---------| + 11 | 18.50 | 19.20 | 1 | 99 | + 10 | 20.00 | 22.00 | 99 | 99 | + 9 | 16.00 | 18.00 | 99 | 99 | + 8 | 16.00 | 18.00 | 1 | 1 | + 7 | 18.50 | 19.20 | 1 | 1 | + 6 | 18.00 | 20.00 | 99 | 99 | + 5 | 18.50 | 19.20 | 99 | 99 | + 4 | 18.00 | 20.00 | 1 | 1 | + 3 | 18.50 | 19.20 | 99 | 99 | + 2 | 18.00 | 20.00 | 99 | 99 | + 1 | 19.00 | 21.00 | 3 | - | + + Layer | Cohesion| Phi |Dilatancy| S | POP | m | + number | [kN/m2] |[degrees]|[degrees]| [ - ] | [kN/m2] | [ - ] | + ---------|---------|---------|---------|---------|---------|---------| + 11 | 1.28 | 24.08 | 24.08 | - | - | - | + 10 | 0.00 | 34.96 | 34.96 | - | - | - | + 9 | 2.00 | 19.04 | 19.04 | - | - | - | + 8 | 2.00 | 19.04 | 19.04 | - | - | - | + 7 | 1.28 | 24.08 | 24.08 | - | - | - | + 6 | 0.00 | 25.69 | 25.69 | - | - | - | + 5 | 1.28 | 24.08 | 24.08 | - | - | - | + 4 | 0.00 | 25.69 | 25.69 | - | - | - | + 3 | 1.28 | 24.08 | 24.08 | - | - | - | + 2 | 0.00 | 25.69 | 25.69 | - | - | - | + 1 | 0.00 | 30.26 | 30.26 | - | - | - | + + Layer | Su top | Su bot. | Su grad.| POP top | POP bot.|Gamma LEM| + number | [kN/m2] | [kN/m2] |[kN/m2/m]| [kN/m2] | [kN/m2] | [-] | + ---------|---------|---------|---------|---------|---------|---------| + 11 | - | - | - | - | - | - | + 10 | - | - | - | - | - | - | + 9 | - | - | - | - | - | - | + 8 | - | - | - | - | - | - | + 7 | - | - | - | - | - | - | + 6 | - | - | - | - | - | - | + 5 | - | - | - | - | - | - | + 4 | - | - | - | - | - | - | + 3 | - | - | - | - | - | - | + 2 | - | - | - | - | - | - | + 1 | - | - | - | - | - | - | + + + + No degree of consolidation <> 100% input. + + + + CENTER POINT GRID AND TANGENT LINES + =================================== + + X co-ordinate grid left : 35.69 [m] + X co-ordinate grid right : 60.69 [m] + Number of grid points in X - direction : 10 + + Y co-ordinate grid bottom : 11.62 [m] + Y co-ordinate grid top : 36.62 [m] + Number of grid points in Y - direction : 10 + + Y co-ordinate tangent smallest circle : 8.19 [m] + Y co-ordinate tangent biggest circle : 4.76 [m] + Number of circles per grid point : 7 + + No fixed points input. + + Total number of center points in the grid: 100 + Total number of slip circles in the grid : 700 + + + + MEASURED YIELD STRESS + ===================== + + No measured yield stress input. + + + LINE LOADS + ========== + + No line loads were input. + + + + UNIFORM LOAD + ============ + + Uniform |Magnitude| X start | X end | Distrib.| Load | + load number | [kN/m] | [m] | [m] | degrees | Type | + ------------|---------|---------|---------|---------|-----------| + 1 | 13.30 | 37.04 | 39.54 | 0.00 | Temporary | + + + + TREE ON SLOPE + ============= + + No tree on slope was input. + + + + DEGREE OF CONSOLIDATION : TEMPORARY LOADS + ========================================= + + Layer number| Degree of consolidation + -------------|------------------------- + 11 | 100 + 10 | 100 + 9 | 100 + 8 | 100 + 7 | 100 + 6 | 100 + 5 | 100 + 4 | 100 + 3 | 100 + 2 | 100 + 1 | 100 + + + + EARTHQUAKE + ========== + + No earth quake factors were input. + + + + ZONE + ==== + + Diketable height [m] = 11.47 + X co-ordinate start of zone [m] = 31.83 + Boundary of design level influence at X [m] = 74.99 + Boundary of design level influence at Y [m] = 11.64 + Required safety in zone 1a = 1.00 + Required safety in zone 1b = 1.00 + Required safety in zone 2a = 1.00 + Required safety in zone 2b = 1.00 + Left side of minimal road [m] = 0.01 + Right side of minimal road [m] = 0.01 + Required safety in zone 3a = 0.90 + Required safety in zone 3b = 0.90 + Stability calculation side = right + Remolding reduction factor = 0.50 + Schematization reduction factor = 0.80 + Overtopping condition <= 0.1 l/m/s + + + +**************** The input has been tested, and is correct. **************** +****************************************************************************** + + + RESULTS OF THE SLOPE STABILITY ANALYSIS + ======================================= + + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 35.69 | 11.62 | 6.85 | - | Circle center in geometry. + ---------|---------|---------|---------| + 35.69 | 11.62 | 6.28 | - | Circle center in geometry. + ---------|---------|---------|---------| + 35.69 | 11.62 | 5.71 | - | Circle center in geometry. + ---------|---------|---------|---------| + 35.69 | 11.62 | 5.14 | - | Circle center in geometry. + ---------|---------|---------|---------| + 35.69 | 11.62 | 4.57 | - | Circle center in geometry. + ---------|---------|---------|---------| + 35.69 | 11.62 | 4.00 | - | Circle center in geometry. + ---------|---------|---------|---------| + 35.69 | 11.62 | 3.43 | - | Circle center in geometry. + ---------|---------|---------|---------| + 35.69 | 14.39 | 9.63 | 71.65 | + ---------|---------|---------|---------| + 35.69 | 14.39 | 9.06 | 78.86 | + ---------|---------|---------|---------| + 35.69 | 14.39 | 8.49 | 99.37 | + ---------|---------|---------|---------| + 35.69 | 14.39 | 7.92 | 173.42 | + ---------|---------|---------|---------| + 35.69 | 14.39 | 7.35 | 755.65 | + ---------|---------|---------|---------| + 35.69 | 14.39 | 6.77 | 81.00 | + ---------|---------|---------|---------| + 35.69 | 14.39 | 6.20 | 33.14 | + ---------|---------|---------|---------| + 35.69 | 17.17 | 12.41 | 42.38 | + ---------|---------|---------|---------| + 35.69 | 17.17 | 11.84 | 54.52 | + ---------|---------|---------|---------| + 35.69 | 17.17 | 11.27 | 69.60 | + ---------|---------|---------|---------| + 35.69 | 17.17 | 10.69 | 83.48 | + ---------|---------|---------|---------| + 35.69 | 17.17 | 10.12 | 115.06 | + ---------|---------|---------|---------| + 35.69 | 17.17 | 9.55 | 295.80 | + ---------|---------|---------|---------| + 35.69 | 17.17 | 8.98 | 227.86 | + ---------|---------|---------|---------| + 35.69 | 19.95 | 15.19 | 28.75 | + ---------|---------|---------|---------| + 35.69 | 19.95 | 14.61 | 36.02 | + ---------|---------|---------|---------| + 35.69 | 19.95 | 14.04 | 47.85 | + ---------|---------|---------|---------| + 35.69 | 19.95 | 13.47 | 67.41 | + ---------|---------|---------|---------| + 35.69 | 19.95 | 12.90 | 88.30 | + ---------|---------|---------|---------| + 35.69 | 19.95 | 12.33 | 122.43 | + ---------|---------|---------|---------| + 35.69 | 19.95 | 11.76 | 259.34 | + ---------|---------|---------|---------| + 35.69 | 22.73 | 17.96 | 23.66 | + ---------|---------|---------|---------| + 35.69 | 22.73 | 17.39 | 27.29 | + ---------|---------|---------|---------| + 35.69 | 22.73 | 16.82 | 34.89 | + ---------|---------|---------|---------| + 35.69 | 22.73 | 16.25 | 49.20 | + ---------|---------|---------|---------| + 35.69 | 22.73 | 15.68 | 75.02 | + ---------|---------|---------|---------| + 35.69 | 22.73 | 15.11 | 103.74 | + ---------|---------|---------|---------| + 35.69 | 22.73 | 14.54 | 144.45 | + ---------|---------|---------|---------| + 35.69 | 25.50 | 20.74 | 21.67 | + ---------|---------|---------|---------| + 35.69 | 25.50 | 20.17 | 23.53 | + ---------|---------|---------|---------| + 35.69 | 25.50 | 19.60 | 27.99 | + ---------|---------|---------|---------| + 35.69 | 25.50 | 19.03 | 37.94 | + ---------|---------|---------|---------| + 35.69 | 25.50 | 18.46 | 58.47 | + ---------|---------|---------|---------| + 35.69 | 25.50 | 17.89 | 95.83 | + ---------|---------|---------|---------| + 35.69 | 25.50 | 17.31 | 124.15 | + ---------|---------|---------|---------| + 35.69 | 28.28 | 23.52 | 21.59 | + ---------|---------|---------|---------| + 35.69 | 28.28 | 22.95 | 22.01 | + ---------|---------|---------|---------| + 35.69 | 28.28 | 22.38 | 24.60 | + ---------|---------|---------|---------| + 35.69 | 28.28 | 21.81 | 31.19 | + ---------|---------|---------|---------| + 35.69 | 28.28 | 21.23 | 46.87 | + ---------|---------|---------|---------| + 35.69 | 28.28 | 20.66 | 80.67 | + ---------|---------|---------|---------| + 35.69 | 28.28 | 20.09 | 119.90 | + ---------|---------|---------|---------| + 35.69 | 31.06 | 26.30 | 22.48 | + ---------|---------|---------|---------| + 35.69 | 31.06 | 25.73 | 21.91 | + ---------|---------|---------|---------| + 35.69 | 31.06 | 25.15 | 22.99 | + ---------|---------|---------|---------| + 35.69 | 31.06 | 24.58 | 27.28 | + ---------|---------|---------|---------| + 35.69 | 31.06 | 24.01 | 39.30 | + ---------|---------|---------|---------| + 35.69 | 31.06 | 23.44 | 67.32 | + ---------|---------|---------|---------| + 35.69 | 31.06 | 22.87 | 117.27 | + ---------|---------|---------|---------| + 35.69 | 33.84 | 29.07 | 24.06 | + ---------|---------|---------|---------| + 35.69 | 33.84 | 28.50 | 22.58 | + ---------|---------|---------|---------| + 35.69 | 33.84 | 27.93 | 22.66 | + ---------|---------|---------|---------| + 35.69 | 33.84 | 27.36 | 25.14 | + ---------|---------|---------|---------| + 35.69 | 33.84 | 26.79 | 34.18 | + ---------|---------|---------|---------| + 35.69 | 33.84 | 26.22 | 57.40 | + ---------|---------|---------|---------| + 35.69 | 33.84 | 25.65 | 107.28 | + ---------|---------|---------|---------| + 35.69 | 36.62 | 31.85 | 26.23 | + ---------|---------|---------|---------| + 35.69 | 36.62 | 31.28 | 23.80 | + ---------|---------|---------|---------| + 35.69 | 36.62 | 30.71 | 23.02 | + ---------|---------|---------|---------| + 35.69 | 36.62 | 30.14 | 24.26 | + ---------|---------|---------|---------| + 35.69 | 36.62 | 29.57 | 30.63 | + ---------|---------|---------|---------| + 35.69 | 36.62 | 29.00 | 50.22 | + ---------|---------|---------|---------| + 35.69 | 36.62 | 28.43 | 95.95 | + ---------|---------|---------|---------| + 38.46 | 11.62 | 6.85 | 6.59 | + ---------|---------|---------|---------| + 38.46 | 11.62 | 6.28 | 6.81 | + ---------|---------|---------|---------| + 38.46 | 11.62 | 5.71 | 7.03 | + ---------|---------|---------|---------| + 38.46 | 11.62 | 5.14 | 7.26 | + ---------|---------|---------|---------| + 38.46 | 11.62 | 4.57 | 7.42 | + ---------|---------|---------|---------| + 38.46 | 11.62 | 4.00 | - | Circle center point too low. + ---------|---------|---------|---------| + 38.46 | 11.62 | 3.43 | - | Circle center point too low. + ---------|---------|---------|---------| + 38.46 | 14.39 | 9.63 | 5.30 | + ---------|---------|---------|---------| + 38.46 | 14.39 | 9.06 | 5.22 | + ---------|---------|---------|---------| + 38.46 | 14.39 | 8.49 | 5.26 | + ---------|---------|---------|---------| + 38.46 | 14.39 | 7.92 | 5.32 | + ---------|---------|---------|---------| + 38.46 | 14.39 | 7.35 | 5.29 | + ---------|---------|---------|---------| + 38.46 | 14.39 | 6.77 | 5.25 | + ---------|---------|---------|---------| + 38.46 | 14.39 | 6.20 | 5.26 | + ---------|---------|---------|---------| + 38.46 | 17.17 | 12.41 | 5.50 | + ---------|---------|---------|---------| + 38.46 | 17.17 | 11.84 | 5.19 | + ---------|---------|---------|---------| + 38.46 | 17.17 | 11.27 | 5.03 | + ---------|---------|---------|---------| + 38.46 | 17.17 | 10.69 | 5.02 | + ---------|---------|---------|---------| + 38.46 | 17.17 | 10.12 | 5.00 | + ---------|---------|---------|---------| + 38.46 | 17.17 | 9.55 | 4.94 | + ---------|---------|---------|---------| + 38.46 | 17.17 | 8.98 | 4.93 | + ---------|---------|---------|---------| + 38.46 | 19.95 | 15.19 | 6.12 | + ---------|---------|---------|---------| + 38.46 | 19.95 | 14.61 | 5.65 | + ---------|---------|---------|---------| + 38.46 | 19.95 | 14.04 | 5.34 | + ---------|---------|---------|---------| + 38.46 | 19.95 | 13.47 | 5.18 | + ---------|---------|---------|---------| + 38.46 | 19.95 | 12.90 | 5.14 | + ---------|---------|---------|---------| + 38.46 | 19.95 | 12.33 | 5.03 | + ---------|---------|---------|---------| + 38.46 | 19.95 | 11.76 | 5.01 | + ---------|---------|---------|---------| + 38.46 | 22.73 | 17.96 | 6.78 | + ---------|---------|---------|---------| + 38.46 | 22.73 | 17.39 | 6.28 | + ---------|---------|---------|---------| + 38.46 | 22.73 | 16.82 | 5.86 | + ---------|---------|---------|---------| + 38.46 | 22.73 | 16.25 | 5.57 | + ---------|---------|---------|---------| + 38.46 | 22.73 | 15.68 | 5.45 | + ---------|---------|---------|---------| + 38.46 | 22.73 | 15.11 | 5.33 | + ---------|---------|---------|---------| + 38.46 | 22.73 | 14.54 | 5.25 | + ---------|---------|---------|---------| + 38.46 | 25.50 | 20.74 | 7.38 | + ---------|---------|---------|---------| + 38.46 | 25.50 | 20.17 | 6.88 | + ---------|---------|---------|---------| + 38.46 | 25.50 | 19.60 | 6.45 | + ---------|---------|---------|---------| + 38.46 | 25.50 | 19.03 | 6.08 | + ---------|---------|---------|---------| + 38.46 | 25.50 | 18.46 | 5.84 | + ---------|---------|---------|---------| + 38.46 | 25.50 | 17.89 | 5.71 | + ---------|---------|---------|---------| + 38.46 | 25.50 | 17.31 | 5.60 | + ---------|---------|---------|---------| + 38.46 | 28.28 | 23.52 | 7.95 | + ---------|---------|---------|---------| + 38.46 | 28.28 | 22.95 | 7.42 | + ---------|---------|---------|---------| + 38.46 | 28.28 | 22.38 | 7.00 | + ---------|---------|---------|---------| + 38.46 | 28.28 | 21.81 | 6.63 | + ---------|---------|---------|---------| + 38.46 | 28.28 | 21.23 | 6.31 | + ---------|---------|---------|---------| + 38.46 | 28.28 | 20.66 | 6.13 | + ---------|---------|---------|---------| + 38.46 | 28.28 | 20.09 | 6.00 | + ---------|---------|---------|---------| + 38.46 | 31.06 | 26.30 | 8.47 | + ---------|---------|---------|---------| + 38.46 | 31.06 | 25.73 | 7.93 | + ---------|---------|---------|---------| + 38.46 | 31.06 | 25.15 | 7.50 | + ---------|---------|---------|---------| + 38.46 | 31.06 | 24.58 | 7.15 | + ---------|---------|---------|---------| + 38.46 | 31.06 | 24.01 | 6.83 | + ---------|---------|---------|---------| + 38.46 | 31.06 | 23.44 | 6.57 | + ---------|---------|---------|---------| + 38.46 | 31.06 | 22.87 | 6.42 | + ---------|---------|---------|---------| + 38.46 | 33.84 | 29.07 | 9.01 | + ---------|---------|---------|---------| + 38.46 | 33.84 | 28.50 | 8.41 | + ---------|---------|---------|---------| + 38.46 | 33.84 | 27.93 | 7.97 | + ---------|---------|---------|---------| + 38.46 | 33.84 | 27.36 | 7.63 | + ---------|---------|---------|---------| + 38.46 | 33.84 | 26.79 | 7.33 | + ---------|---------|---------|---------| + 38.46 | 33.84 | 26.22 | 7.05 | + ---------|---------|---------|---------| + 38.46 | 33.84 | 25.65 | 6.86 | + ---------|---------|---------|---------| + 38.46 | 36.62 | 31.85 | 9.63 | + ---------|---------|---------|---------| + 38.46 | 36.62 | 31.28 | 8.88 | + ---------|---------|---------|---------| + 38.46 | 36.62 | 30.71 | 8.41 | + ---------|---------|---------|---------| + 38.46 | 36.62 | 30.14 | 8.08 | + ---------|---------|---------|---------| + 38.46 | 36.62 | 29.57 | 7.80 | + ---------|---------|---------|---------| + 38.46 | 36.62 | 29.00 | 7.55 | + ---------|---------|---------|---------| + 38.46 | 36.62 | 28.43 | 7.30 | + ---------|---------|---------|---------| + 41.24 | 11.62 | 6.85 | 3.39 | + ---------|---------|---------|---------| + 41.24 | 11.62 | 6.28 | - | Circle center point too low. + ---------|---------|---------|---------| + 41.24 | 11.62 | 5.71 | - | Circle center point too low. + ---------|---------|---------|---------| + 41.24 | 11.62 | 5.14 | 2.83 | + ---------|---------|---------|---------| + 41.24 | 11.62 | 4.57 | 2.65 | + ---------|---------|---------|---------| + 41.24 | 11.62 | 4.00 | 2.46 | + ---------|---------|---------|---------| + 41.24 | 11.62 | 3.43 | 2.31 | + ---------|---------|---------|---------| + 41.24 | 14.39 | 9.63 | 3.23 | + ---------|---------|---------|---------| + 41.24 | 14.39 | 9.06 | 3.00 | + ---------|---------|---------|---------| + 41.24 | 14.39 | 8.49 | 2.81 | + ---------|---------|---------|---------| + 41.24 | 14.39 | 7.92 | 2.63 | + ---------|---------|---------|---------| + 41.24 | 14.39 | 7.35 | 2.49 | + ---------|---------|---------|---------| + 41.24 | 14.39 | 6.77 | 2.38 | + ---------|---------|---------|---------| + 41.24 | 14.39 | 6.20 | 2.19 | + ---------|---------|---------|---------| + 41.24 | 17.17 | 12.41 | 3.35 | + ---------|---------|---------|---------| + 41.24 | 17.17 | 11.84 | 3.11 | + ---------|---------|---------|---------| + 41.24 | 17.17 | 11.27 | 2.92 | + ---------|---------|---------|---------| + 41.24 | 17.17 | 10.69 | 2.75 | + ---------|---------|---------|---------| + 41.24 | 17.17 | 10.12 | 2.59 | + ---------|---------|---------|---------| + 41.24 | 17.17 | 9.55 | 2.49 | + ---------|---------|---------|---------| + 41.24 | 17.17 | 8.98 | 2.37 | + ---------|---------|---------|---------| + 41.24 | 19.95 | 15.19 | 3.63 | + ---------|---------|---------|---------| + 41.24 | 19.95 | 14.61 | 3.33 | + ---------|---------|---------|---------| + 41.24 | 19.95 | 14.04 | 3.12 | + ---------|---------|---------|---------| + 41.24 | 19.95 | 13.47 | 2.95 | + ---------|---------|---------|---------| + 41.24 | 19.95 | 12.90 | 2.77 | + ---------|---------|---------|---------| + 41.24 | 19.95 | 12.33 | 2.66 | + ---------|---------|---------|---------| + 41.24 | 19.95 | 11.76 | 2.57 | + ---------|---------|---------|---------| + 41.24 | 22.73 | 17.96 | 4.02 | + ---------|---------|---------|---------| + 41.24 | 22.73 | 17.39 | 3.64 | + ---------|---------|---------|---------| + 41.24 | 22.73 | 16.82 | 3.38 | + ---------|---------|---------|---------| + 41.24 | 22.73 | 16.25 | 3.18 | + ---------|---------|---------|---------| + 41.24 | 22.73 | 15.68 | 2.98 | + ---------|---------|---------|---------| + 41.24 | 22.73 | 15.11 | 2.85 | + ---------|---------|---------|---------| + 41.24 | 22.73 | 14.54 | 2.76 | + ---------|---------|---------|---------| + 41.24 | 25.50 | 20.74 | 4.47 | + ---------|---------|---------|---------| + 41.24 | 25.50 | 20.17 | 4.02 | + ---------|---------|---------|---------| + 41.24 | 25.50 | 19.60 | 3.70 | + ---------|---------|---------|---------| + 41.24 | 25.50 | 19.03 | 3.47 | + ---------|---------|---------|---------| + 41.24 | 25.50 | 18.46 | 3.22 | + ---------|---------|---------|---------| + 41.24 | 25.50 | 17.89 | 3.06 | + ---------|---------|---------|---------| + 41.24 | 25.50 | 17.31 | 2.96 | + ---------|---------|---------|---------| + 41.24 | 28.28 | 23.52 | 4.96 | + ---------|---------|---------|---------| + 41.24 | 28.28 | 22.95 | 4.44 | + ---------|---------|---------|---------| + 41.24 | 28.28 | 22.38 | 4.05 | + ---------|---------|---------|---------| + 41.24 | 28.28 | 21.81 | 3.78 | + ---------|---------|---------|---------| + 41.24 | 28.28 | 21.23 | 3.49 | + ---------|---------|---------|---------| + 41.24 | 28.28 | 20.66 | 3.29 | + ---------|---------|---------|---------| + 41.24 | 28.28 | 20.09 | 3.17 | + ---------|---------|---------|---------| + 41.24 | 31.06 | 26.30 | 5.42 | + ---------|---------|---------|---------| + 41.24 | 31.06 | 25.73 | 4.87 | + ---------|---------|---------|---------| + 41.24 | 31.06 | 25.15 | 4.43 | + ---------|---------|---------|---------| + 41.24 | 31.06 | 24.58 | 4.10 | + ---------|---------|---------|---------| + 41.24 | 31.06 | 24.01 | 3.79 | + ---------|---------|---------|---------| + 41.24 | 31.06 | 23.44 | 3.54 | + ---------|---------|---------|---------| + 41.24 | 31.06 | 22.87 | 3.38 | + ---------|---------|---------|---------| + 41.24 | 33.84 | 29.07 | 5.87 | + ---------|---------|---------|---------| + 41.24 | 33.84 | 28.50 | 5.29 | + ---------|---------|---------|---------| + 41.24 | 33.84 | 27.93 | 4.83 | + ---------|---------|---------|---------| + 41.24 | 33.84 | 27.36 | 4.45 | + ---------|---------|---------|---------| + 41.24 | 33.84 | 26.79 | 4.09 | + ---------|---------|---------|---------| + 41.24 | 33.84 | 26.22 | 3.80 | + ---------|---------|---------|---------| + 41.24 | 33.84 | 25.65 | 3.60 | + ---------|---------|---------|---------| + 41.24 | 36.62 | 31.85 | 6.30 | + ---------|---------|---------|---------| + 41.24 | 36.62 | 31.28 | 5.70 | + ---------|---------|---------|---------| + 41.24 | 36.62 | 30.71 | 5.21 | + ---------|---------|---------|---------| + 41.24 | 36.62 | 30.14 | 4.81 | + ---------|---------|---------|---------| + 41.24 | 36.62 | 29.57 | 4.41 | + ---------|---------|---------|---------| + 41.24 | 36.62 | 29.00 | 4.08 | + ---------|---------|---------|---------| + 41.24 | 36.62 | 28.43 | 3.84 | + ---------|---------|---------|---------| + 44.02 | 11.62 | 6.85 | 2.78 | + ---------|---------|---------|---------| + 44.02 | 11.62 | 6.28 | 2.49 | + ---------|---------|---------|---------| + 44.02 | 11.62 | 5.71 | 2.31 | + ---------|---------|---------|---------| + 44.02 | 11.62 | 5.14 | 2.20 | + ---------|---------|---------|---------| + 44.02 | 11.62 | 4.57 | 2.16 | + ---------|---------|---------|---------| + 44.02 | 11.62 | 4.00 | 2.05 | + ---------|---------|---------|---------| + 44.02 | 11.62 | 3.43 | 1.97 | + ---------|---------|---------|---------| + 44.02 | 14.39 | 9.63 | 2.71 | + ---------|---------|---------|---------| + 44.02 | 14.39 | 9.06 | 2.38 | + ---------|---------|---------|---------| + 44.02 | 14.39 | 8.49 | 2.09 | + ---------|---------|---------|---------| + 44.02 | 14.39 | 7.92 | 1.88 | + ---------|---------|---------|---------| + 44.02 | 14.39 | 7.35 | 1.72 | + ---------|---------|---------|---------| + 44.02 | 14.39 | 6.77 | 1.60 | + ---------|---------|---------|---------| + 44.02 | 14.39 | 6.20 | 1.52 | + ---------|---------|---------|---------| + 44.02 | 17.17 | 12.41 | 2.83 | + ---------|---------|---------|---------| + 44.02 | 17.17 | 11.84 | 2.52 | + ---------|---------|---------|---------| + 44.02 | 17.17 | 11.27 | 2.24 | + ---------|---------|---------|---------| + 44.02 | 17.17 | 10.69 | 2.04 | + ---------|---------|---------|---------| + 44.02 | 17.17 | 10.12 | 1.86 | + ---------|---------|---------|---------| + 44.02 | 17.17 | 9.55 | 1.69 | + ---------|---------|---------|---------| + 44.02 | 17.17 | 8.98 | 1.52 | + ---------|---------|---------|---------| + 44.02 | 19.95 | 15.19 | 3.00 | + ---------|---------|---------|---------| + 44.02 | 19.95 | 14.61 | 2.69 | + ---------|---------|---------|---------| + 44.02 | 19.95 | 14.04 | 2.41 | + ---------|---------|---------|---------| + 44.02 | 19.95 | 13.47 | 2.21 | + ---------|---------|---------|---------| + 44.02 | 19.95 | 12.90 | 2.04 | + ---------|---------|---------|---------| + 44.02 | 19.95 | 12.33 | 1.88 | + ---------|---------|---------|---------| + 44.02 | 19.95 | 11.76 | 1.72 | + ---------|---------|---------|---------| + 44.02 | 22.73 | 17.96 | 3.21 | + ---------|---------|---------|---------| + 44.02 | 22.73 | 17.39 | 2.89 | + ---------|---------|---------|---------| + 44.02 | 22.73 | 16.82 | 2.61 | + ---------|---------|---------|---------| + 44.02 | 22.73 | 16.25 | 2.40 | + ---------|---------|---------|---------| + 44.02 | 22.73 | 15.68 | 2.22 | + ---------|---------|---------|---------| + 44.02 | 22.73 | 15.11 | 2.06 | + ---------|---------|---------|---------| + 44.02 | 22.73 | 14.54 | 1.90 | + ---------|---------|---------|---------| + 44.02 | 25.50 | 20.74 | 3.46 | + ---------|---------|---------|---------| + 44.02 | 25.50 | 20.17 | 3.11 | + ---------|---------|---------|---------| + 44.02 | 25.50 | 19.60 | 2.81 | + ---------|---------|---------|---------| + 44.02 | 25.50 | 19.03 | 2.59 | + ---------|---------|---------|---------| + 44.02 | 25.50 | 18.46 | 2.40 | + ---------|---------|---------|---------| + 44.02 | 25.50 | 17.89 | 2.24 | + ---------|---------|---------|---------| + 44.02 | 25.50 | 17.31 | 2.08 | + ---------|---------|---------|---------| + 44.02 | 28.28 | 23.52 | 3.75 | + ---------|---------|---------|---------| + 44.02 | 28.28 | 22.95 | 3.35 | + ---------|---------|---------|---------| + 44.02 | 28.28 | 22.38 | 3.03 | + ---------|---------|---------|---------| + 44.02 | 28.28 | 21.81 | 2.79 | + ---------|---------|---------|---------| + 44.02 | 28.28 | 21.23 | 2.59 | + ---------|---------|---------|---------| + 44.02 | 28.28 | 20.66 | 2.41 | + ---------|---------|---------|---------| + 44.02 | 28.28 | 20.09 | 2.25 | + ---------|---------|---------|---------| + 44.02 | 31.06 | 26.30 | 4.07 | + ---------|---------|---------|---------| + 44.02 | 31.06 | 25.73 | 3.63 | + ---------|---------|---------|---------| + 44.02 | 31.06 | 25.15 | 3.27 | + ---------|---------|---------|---------| + 44.02 | 31.06 | 24.58 | 2.99 | + ---------|---------|---------|---------| + 44.02 | 31.06 | 24.01 | 2.77 | + ---------|---------|---------|---------| + 44.02 | 31.06 | 23.44 | 2.58 | + ---------|---------|---------|---------| + 44.02 | 31.06 | 22.87 | 2.42 | + ---------|---------|---------|---------| + 44.02 | 33.84 | 29.07 | 4.43 | + ---------|---------|---------|---------| + 44.02 | 33.84 | 28.50 | 3.92 | + ---------|---------|---------|---------| + 44.02 | 33.84 | 27.93 | 3.52 | + ---------|---------|---------|---------| + 44.02 | 33.84 | 27.36 | 3.22 | + ---------|---------|---------|---------| + 44.02 | 33.84 | 26.79 | 2.96 | + ---------|---------|---------|---------| + 44.02 | 33.84 | 26.22 | 2.76 | + ---------|---------|---------|---------| + 44.02 | 33.84 | 25.65 | 2.58 | + ---------|---------|---------|---------| + 44.02 | 36.62 | 31.85 | 4.80 | + ---------|---------|---------|---------| + 44.02 | 36.62 | 31.28 | 4.23 | + ---------|---------|---------|---------| + 44.02 | 36.62 | 30.71 | 3.79 | + ---------|---------|---------|---------| + 44.02 | 36.62 | 30.14 | 3.46 | + ---------|---------|---------|---------| + 44.02 | 36.62 | 29.57 | 3.17 | + ---------|---------|---------|---------| + 44.02 | 36.62 | 29.00 | 2.93 | + ---------|---------|---------|---------| + 44.02 | 36.62 | 28.43 | 2.74 | + ---------|---------|---------|---------| + 46.80 | 11.62 | 6.85 | 4.19 | + ---------|---------|---------|---------| + 46.80 | 11.62 | 6.28 | 3.83 | + ---------|---------|---------|---------| + 46.80 | 11.62 | 5.71 | 3.55 | + ---------|---------|---------|---------| + 46.80 | 11.62 | 5.14 | 3.50 | + ---------|---------|---------|---------| + 46.80 | 11.62 | 4.57 | 3.56 | + ---------|---------|---------|---------| + 46.80 | 11.62 | 4.00 | - | + ---------|---------|---------|---------| + 46.80 | 11.62 | 3.43 | - | + ---------|---------|---------|---------| + 46.80 | 14.39 | 9.63 | 2.87 | + ---------|---------|---------|---------| + 46.80 | 14.39 | 9.06 | 2.60 | + ---------|---------|---------|---------| + 46.80 | 14.39 | 8.49 | 2.42 | + ---------|---------|---------|---------| + 46.80 | 14.39 | 7.92 | 2.45 | + ---------|---------|---------|---------| + 46.80 | 14.39 | 7.35 | 2.46 | + ---------|---------|---------|---------| + 46.80 | 14.39 | 6.77 | - | + ---------|---------|---------|---------| + 46.80 | 14.39 | 6.20 | - | + ---------|---------|---------|---------| + 46.80 | 17.17 | 12.41 | 2.76 | + ---------|---------|---------|---------| + 46.80 | 17.17 | 11.84 | 2.39 | + ---------|---------|---------|---------| + 46.80 | 17.17 | 11.27 | 2.10 | + ---------|---------|---------|---------| + 46.80 | 17.17 | 10.69 | 1.99 | + ---------|---------|---------|---------| + 46.80 | 17.17 | 10.12 | 1.92 | + ---------|---------|---------|---------| + 46.80 | 17.17 | 9.55 | 1.94 | + ---------|---------|---------|---------| + 46.80 | 17.17 | 8.98 | - | + ---------|---------|---------|---------| + 46.80 | 19.95 | 15.19 | 2.86 | + ---------|---------|---------|---------| + 46.80 | 19.95 | 14.61 | 2.48 | + ---------|---------|---------|---------| + 46.80 | 19.95 | 14.04 | 2.19 | + ---------|---------|---------|---------| + 46.80 | 19.95 | 13.47 | 2.00 | + ---------|---------|---------|---------| + 46.80 | 19.95 | 12.90 | 1.83 | + ---------|---------|---------|---------| + 46.80 | 19.95 | 12.33 | 1.73 | + ---------|---------|---------|---------| + 46.80 | 19.95 | 11.76 | - | + ---------|---------|---------|---------| + 46.80 | 22.73 | 17.96 | 3.00 | + ---------|---------|---------|---------| + 46.80 | 22.73 | 17.39 | 2.62 | + ---------|---------|---------|---------| + 46.80 | 22.73 | 16.82 | 2.32 | + ---------|---------|---------|---------| + 46.80 | 22.73 | 16.25 | 2.13 | + ---------|---------|---------|---------| + 46.80 | 22.73 | 15.68 | 1.96 | + ---------|---------|---------|---------| + 46.80 | 22.73 | 15.11 | 1.77 | + ---------|---------|---------|---------| + 46.80 | 22.73 | 14.54 | - | + ---------|---------|---------|---------| + 46.80 | 25.50 | 20.74 | 3.16 | + ---------|---------|---------|---------| + 46.80 | 25.50 | 20.17 | 2.77 | + ---------|---------|---------|---------| + 46.80 | 25.50 | 19.60 | 2.46 | + ---------|---------|---------|---------| + 46.80 | 25.50 | 19.03 | 2.26 | + ---------|---------|---------|---------| + 46.80 | 25.50 | 18.46 | 2.09 | + ---------|---------|---------|---------| + 46.80 | 25.50 | 17.89 | 1.91 | + ---------|---------|---------|---------| + 46.80 | 25.50 | 17.31 | 1.71 | + ---------|---------|---------|---------| + 46.80 | 28.28 | 23.52 | 3.33 | + ---------|---------|---------|---------| + 46.80 | 28.28 | 22.95 | 2.94 | + ---------|---------|---------|---------| + 46.80 | 28.28 | 22.38 | 2.61 | + ---------|---------|---------|---------| + 46.80 | 28.28 | 21.81 | 2.40 | + ---------|---------|---------|---------| + 46.80 | 28.28 | 21.23 | 2.22 | + ---------|---------|---------|---------| + 46.80 | 28.28 | 20.66 | 2.04 | + ---------|---------|---------|---------| + 46.80 | 28.28 | 20.09 | 1.85 | + ---------|---------|---------|---------| + 46.80 | 31.06 | 26.30 | 3.53 | + ---------|---------|---------|---------| + 46.80 | 31.06 | 25.73 | 3.12 | + ---------|---------|---------|---------| + 46.80 | 31.06 | 25.15 | 2.76 | + ---------|---------|---------|---------| + 46.80 | 31.06 | 24.58 | 2.54 | + ---------|---------|---------|---------| + 46.80 | 31.06 | 24.01 | 2.36 | + ---------|---------|---------|---------| + 46.80 | 31.06 | 23.44 | 2.17 | + ---------|---------|---------|---------| + 46.80 | 31.06 | 22.87 | 1.98 | + ---------|---------|---------|---------| + 46.80 | 33.84 | 29.07 | 3.76 | + ---------|---------|---------|---------| + 46.80 | 33.84 | 28.50 | 3.31 | + ---------|---------|---------|---------| + 46.80 | 33.84 | 27.93 | 2.93 | + ---------|---------|---------|---------| + 46.80 | 33.84 | 27.36 | 2.69 | + ---------|---------|---------|---------| + 46.80 | 33.84 | 26.79 | 2.50 | + ---------|---------|---------|---------| + 46.80 | 33.84 | 26.22 | 2.30 | + ---------|---------|---------|---------| + 46.80 | 33.84 | 25.65 | 2.11 | + ---------|---------|---------|---------| + 46.80 | 36.62 | 31.85 | 4.00 | + ---------|---------|---------|---------| + 46.80 | 36.62 | 31.28 | 3.52 | + ---------|---------|---------|---------| + 46.80 | 36.62 | 30.71 | 3.11 | + ---------|---------|---------|---------| + 46.80 | 36.62 | 30.14 | 2.84 | + ---------|---------|---------|---------| + 46.80 | 36.62 | 29.57 | 2.64 | + ---------|---------|---------|---------| + 46.80 | 36.62 | 29.00 | 2.44 | + ---------|---------|---------|---------| + 46.80 | 36.62 | 28.43 | 2.24 | + ---------|---------|---------|---------| + 49.57 | 11.62 | 6.85 | 10.82 | + ---------|---------|---------|---------| + 49.57 | 11.62 | 6.28 | 11.97 | + ---------|---------|---------|---------| + 49.57 | 11.62 | 5.71 | 14.58 | + ---------|---------|---------|---------| + 49.57 | 11.62 | 5.14 | 21.94 | + ---------|---------|---------|---------| + 49.57 | 11.62 | 4.57 | 31.48 | + ---------|---------|---------|---------| + 49.57 | 11.62 | 4.00 | - | + ---------|---------|---------|---------| + 49.57 | 11.62 | 3.43 | - | + ---------|---------|---------|---------| + 49.57 | 14.39 | 9.63 | 5.56 | + ---------|---------|---------|---------| + 49.57 | 14.39 | 9.06 | 5.51 | + ---------|---------|---------|---------| + 49.57 | 14.39 | 8.49 | 5.77 | + ---------|---------|---------|---------| + 49.57 | 14.39 | 7.92 | 7.13 | + ---------|---------|---------|---------| + 49.57 | 14.39 | 7.35 | 10.67 | + ---------|---------|---------|---------| + 49.57 | 14.39 | 6.77 | - | + ---------|---------|---------|---------| + 49.57 | 14.39 | 6.20 | - | + ---------|---------|---------|---------| + 49.57 | 17.17 | 12.41 | 3.72 | + ---------|---------|---------|---------| + 49.57 | 17.17 | 11.84 | 3.66 | + ---------|---------|---------|---------| + 49.57 | 17.17 | 11.27 | 3.73 | + ---------|---------|---------|---------| + 49.57 | 17.17 | 10.69 | 4.16 | + ---------|---------|---------|---------| + 49.57 | 17.17 | 10.12 | 5.22 | + ---------|---------|---------|---------| + 49.57 | 17.17 | 9.55 | - | + ---------|---------|---------|---------| + 49.57 | 17.17 | 8.98 | - | + ---------|---------|---------|---------| + 49.57 | 19.95 | 15.19 | 3.15 | + ---------|---------|---------|---------| + 49.57 | 19.95 | 14.61 | 2.88 | + ---------|---------|---------|---------| + 49.57 | 19.95 | 14.04 | 2.72 | + ---------|---------|---------|---------| + 49.57 | 19.95 | 13.47 | 2.92 | + ---------|---------|---------|---------| + 49.57 | 19.95 | 12.90 | 3.48 | + ---------|---------|---------|---------| + 49.57 | 19.95 | 12.33 | - | + ---------|---------|---------|---------| + 49.57 | 19.95 | 11.76 | - | + ---------|---------|---------|---------| + 49.57 | 22.73 | 17.96 | 3.13 | + ---------|---------|---------|---------| + 49.57 | 22.73 | 17.39 | 2.75 | + ---------|---------|---------|---------| + 49.57 | 22.73 | 16.82 | 2.44 | + ---------|---------|---------|---------| + 49.57 | 22.73 | 16.25 | 2.41 | + ---------|---------|---------|---------| + 49.57 | 22.73 | 15.68 | 2.52 | + ---------|---------|---------|---------| + 49.57 | 22.73 | 15.11 | - | + ---------|---------|---------|---------| + 49.57 | 22.73 | 14.54 | - | + ---------|---------|---------|---------| + 49.57 | 25.50 | 20.74 | 3.18 | + ---------|---------|---------|---------| + 49.57 | 25.50 | 20.17 | 2.80 | + ---------|---------|---------|---------| + 49.57 | 25.50 | 19.60 | 2.47 | + ---------|---------|---------|---------| + 49.57 | 25.50 | 19.03 | 2.31 | + ---------|---------|---------|---------| + 49.57 | 25.50 | 18.46 | 2.24 | + ---------|---------|---------|---------| + 49.57 | 25.50 | 17.89 | - | + ---------|---------|---------|---------| + 49.57 | 25.50 | 17.31 | - | + ---------|---------|---------|---------| + 49.57 | 28.28 | 23.52 | 3.27 | + ---------|---------|---------|---------| + 49.57 | 28.28 | 22.95 | 2.88 | + ---------|---------|---------|---------| + 49.57 | 28.28 | 22.38 | 2.54 | + ---------|---------|---------|---------| + 49.57 | 28.28 | 21.81 | 2.37 | + ---------|---------|---------|---------| + 49.57 | 28.28 | 21.23 | 2.22 | + ---------|---------|---------|---------| + 49.57 | 28.28 | 20.66 | - | + ---------|---------|---------|---------| + 49.57 | 28.28 | 20.09 | - | + ---------|---------|---------|---------| + 49.57 | 31.06 | 26.30 | 3.39 | + ---------|---------|---------|---------| + 49.57 | 31.06 | 25.73 | 2.98 | + ---------|---------|---------|---------| + 49.57 | 31.06 | 25.15 | 2.63 | + ---------|---------|---------|---------| + 49.57 | 31.06 | 24.58 | 2.45 | + ---------|---------|---------|---------| + 49.57 | 31.06 | 24.01 | 2.29 | + ---------|---------|---------|---------| + 49.57 | 31.06 | 23.44 | 2.12 | + ---------|---------|---------|---------| + 49.57 | 31.06 | 22.87 | - | + ---------|---------|---------|---------| + 49.57 | 33.84 | 29.07 | 3.53 | + ---------|---------|---------|---------| + 49.57 | 33.84 | 28.50 | 3.09 | + ---------|---------|---------|---------| + 49.57 | 33.84 | 27.93 | 2.73 | + ---------|---------|---------|---------| + 49.57 | 33.84 | 27.36 | 2.54 | + ---------|---------|---------|---------| + 49.57 | 33.84 | 26.79 | 2.37 | + ---------|---------|---------|---------| + 49.57 | 33.84 | 26.22 | 2.19 | + ---------|---------|---------|---------| + 49.57 | 33.84 | 25.65 | - | + ---------|---------|---------|---------| + 49.57 | 36.62 | 31.85 | 3.69 | + ---------|---------|---------|---------| + 49.57 | 36.62 | 31.28 | 3.22 | + ---------|---------|---------|---------| + 49.57 | 36.62 | 30.71 | 2.85 | + ---------|---------|---------|---------| + 49.57 | 36.62 | 30.14 | 2.64 | + ---------|---------|---------|---------| + 49.57 | 36.62 | 29.57 | 2.46 | + ---------|---------|---------|---------| + 49.57 | 36.62 | 29.00 | 2.27 | + ---------|---------|---------|---------| + 49.57 | 36.62 | 28.43 | - | + ---------|---------|---------|---------| + 52.35 | 11.62 | 6.85 | 42.20 | + ---------|---------|---------|---------| + 52.35 | 11.62 | 6.28 | 36.88 | + ---------|---------|---------|---------| + 52.35 | 11.62 | 5.71 | 32.60 | + ---------|---------|---------|---------| + 52.35 | 11.62 | 5.14 | 31.57 | + ---------|---------|---------|---------| + 52.35 | 11.62 | 4.57 | 31.28 | + ---------|---------|---------|---------| + 52.35 | 11.62 | 4.00 | - | + ---------|---------|---------|---------| + 52.35 | 11.62 | 3.43 | - | + ---------|---------|---------|---------| + 52.35 | 14.39 | 9.63 | 20.76 | + ---------|---------|---------|---------| + 52.35 | 14.39 | 9.06 | 25.34 | + ---------|---------|---------|---------| + 52.35 | 14.39 | 8.49 | 27.61 | + ---------|---------|---------|---------| + 52.35 | 14.39 | 7.92 | 27.08 | + ---------|---------|---------|---------| + 52.35 | 14.39 | 7.35 | 27.42 | + ---------|---------|---------|---------| + 52.35 | 14.39 | 6.77 | - | + ---------|---------|---------|---------| + 52.35 | 14.39 | 6.20 | - | + ---------|---------|---------|---------| + 52.35 | 17.17 | 12.41 | 10.00 | + ---------|---------|---------|---------| + 52.35 | 17.17 | 11.84 | 11.73 | + ---------|---------|---------|---------| + 52.35 | 17.17 | 11.27 | 15.36 | + ---------|---------|---------|---------| + 52.35 | 17.17 | 10.69 | 23.96 | + ---------|---------|---------|---------| + 52.35 | 17.17 | 10.12 | 25.92 | + ---------|---------|---------|---------| + 52.35 | 17.17 | 9.55 | - | + ---------|---------|---------|---------| + 52.35 | 17.17 | 8.98 | - | + ---------|---------|---------|---------| + 52.35 | 19.95 | 15.19 | 6.36 | + ---------|---------|---------|---------| + 52.35 | 19.95 | 14.61 | 6.83 | + ---------|---------|---------|---------| + 52.35 | 19.95 | 14.04 | 8.14 | + ---------|---------|---------|---------| + 52.35 | 19.95 | 13.47 | 12.52 | + ---------|---------|---------|---------| + 52.35 | 19.95 | 12.90 | 24.56 | + ---------|---------|---------|---------| + 52.35 | 19.95 | 12.33 | - | + ---------|---------|---------|---------| + 52.35 | 19.95 | 11.76 | - | + ---------|---------|---------|---------| + 52.35 | 22.73 | 17.96 | 4.42 | + ---------|---------|---------|---------| + 52.35 | 22.73 | 17.39 | 4.57 | + ---------|---------|---------|---------| + 52.35 | 22.73 | 16.82 | 5.25 | + ---------|---------|---------|---------| + 52.35 | 22.73 | 16.25 | 7.14 | + ---------|---------|---------|---------| + 52.35 | 22.73 | 15.68 | 13.21 | + ---------|---------|---------|---------| + 52.35 | 22.73 | 15.11 | - | + ---------|---------|---------|---------| + 52.35 | 22.73 | 14.54 | - | + ---------|---------|---------|---------| + 52.35 | 25.50 | 20.74 | 3.77 | + ---------|---------|---------|---------| + 52.35 | 25.50 | 20.17 | 3.58 | + ---------|---------|---------|---------| + 52.35 | 25.50 | 19.60 | 3.64 | + ---------|---------|---------|---------| + 52.35 | 25.50 | 19.03 | 4.76 | + ---------|---------|---------|---------| + 52.35 | 25.50 | 18.46 | 7.27 | + ---------|---------|---------|---------| + 52.35 | 25.50 | 17.89 | - | + ---------|---------|---------|---------| + 52.35 | 25.50 | 17.31 | - | + ---------|---------|---------|---------| + 52.35 | 28.28 | 23.52 | 3.67 | + ---------|---------|---------|---------| + 52.35 | 28.28 | 22.95 | 3.28 | + ---------|---------|---------|---------| + 52.35 | 28.28 | 22.38 | 3.07 | + ---------|---------|---------|---------| + 52.35 | 28.28 | 21.81 | 3.33 | + ---------|---------|---------|---------| + 52.35 | 28.28 | 21.23 | 4.65 | + ---------|---------|---------|---------| + 52.35 | 28.28 | 20.66 | - | + ---------|---------|---------|---------| + 52.35 | 28.28 | 20.09 | - | + ---------|---------|---------|---------| + 52.35 | 31.06 | 26.30 | 3.64 | + ---------|---------|---------|---------| + 52.35 | 31.06 | 25.73 | 3.24 | + ---------|---------|---------|---------| + 52.35 | 31.06 | 25.15 | 2.91 | + ---------|---------|---------|---------| + 52.35 | 31.06 | 24.58 | 2.90 | + ---------|---------|---------|---------| + 52.35 | 31.06 | 24.01 | 3.24 | + ---------|---------|---------|---------| + 52.35 | 31.06 | 23.44 | - | + ---------|---------|---------|---------| + 52.35 | 31.06 | 22.87 | - | + ---------|---------|---------|---------| + 52.35 | 33.84 | 29.07 | 3.67 | + ---------|---------|---------|---------| + 52.35 | 33.84 | 28.50 | 3.25 | + ---------|---------|---------|---------| + 52.35 | 33.84 | 27.93 | 2.91 | + ---------|---------|---------|---------| + 52.35 | 33.84 | 27.36 | 2.79 | + ---------|---------|---------|---------| + 52.35 | 33.84 | 26.79 | 2.82 | + ---------|---------|---------|---------| + 52.35 | 33.84 | 26.22 | - | + ---------|---------|---------|---------| + 52.35 | 33.84 | 25.65 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=41.04 till 44.64 taken. + ---------|---------|---------|---------| + 52.35 | 36.62 | 31.85 | 3.73 | + ---------|---------|---------|---------| + 52.35 | 36.62 | 31.28 | 3.29 | + ---------|---------|---------|---------| + 52.35 | 36.62 | 30.71 | 2.93 | + ---------|---------|---------|---------| + 52.35 | 36.62 | 30.14 | 2.79 | + ---------|---------|---------|---------| + 52.35 | 36.62 | 29.57 | 2.70 | + ---------|---------|---------|---------| + 52.35 | 36.62 | 29.00 | - | + ---------|---------|---------|---------| + 52.35 | 36.62 | 28.43 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=39.15 till 45.53 taken. + ---------|---------|---------|---------| + 55.13 | 11.62 | 6.85 | 41.99 | + ---------|---------|---------|---------| + 55.13 | 11.62 | 6.28 | 36.64 | + ---------|---------|---------|---------| + 55.13 | 11.62 | 5.71 | 32.11 | + ---------|---------|---------|---------| + 55.13 | 11.62 | 5.14 | 31.21 | + ---------|---------|---------|---------| + 55.13 | 11.62 | 4.57 | 31.10 | + ---------|---------|---------|---------| + 55.13 | 11.62 | 4.00 | - | + ---------|---------|---------|---------| + 55.13 | 11.62 | 3.43 | - | + ---------|---------|---------|---------| + 55.13 | 14.39 | 9.63 | 35.56 | + ---------|---------|---------|---------| + 55.13 | 14.39 | 9.06 | 31.15 | + ---------|---------|---------|---------| + 55.13 | 14.39 | 8.49 | 27.47 | + ---------|---------|---------|---------| + 55.13 | 14.39 | 7.92 | 26.99 | + ---------|---------|---------|---------| + 55.13 | 14.39 | 7.35 | 27.44 | + ---------|---------|---------|---------| + 55.13 | 14.39 | 6.77 | - | + ---------|---------|---------|---------| + 55.13 | 14.39 | 6.20 | - | + ---------|---------|---------|---------| + 55.13 | 17.17 | 12.41 | 32.54 | + ---------|---------|---------|---------| + 55.13 | 17.17 | 11.84 | 28.61 | + ---------|---------|---------|---------| + 55.13 | 17.17 | 11.27 | 25.44 | + ---------|---------|---------|---------| + 55.13 | 17.17 | 10.69 | 25.28 | + ---------|---------|---------|---------| + 55.13 | 17.17 | 10.12 | 26.01 | + ---------|---------|---------|---------| + 55.13 | 17.17 | 9.55 | - | + ---------|---------|---------|---------| + 55.13 | 17.17 | 8.98 | - | + ---------|---------|---------|---------| + 55.13 | 19.95 | 15.19 | 22.62 | + ---------|---------|---------|---------| + 55.13 | 19.95 | 14.61 | 26.48 | + ---------|---------|---------|---------| + 55.13 | 19.95 | 14.04 | 24.35 | + ---------|---------|---------|---------| + 55.13 | 19.95 | 13.47 | 24.35 | + ---------|---------|---------|---------| + 55.13 | 19.95 | 12.90 | 25.24 | + ---------|---------|---------|---------| + 55.13 | 19.95 | 12.33 | - | + ---------|---------|---------|---------| + 55.13 | 19.95 | 11.76 | - | + ---------|---------|---------|---------| + 55.13 | 22.73 | 17.96 | 13.42 | + ---------|---------|---------|---------| + 55.13 | 22.73 | 17.39 | 17.22 | + ---------|---------|---------|---------| + 55.13 | 22.73 | 16.82 | 22.78 | + ---------|---------|---------|---------| + 55.13 | 22.73 | 16.25 | 23.76 | + ---------|---------|---------|---------| + 55.13 | 22.73 | 15.68 | 24.77 | + ---------|---------|---------|---------| + 55.13 | 22.73 | 15.11 | - | + ---------|---------|---------|---------| + 55.13 | 22.73 | 14.54 | - | + ---------|---------|---------|---------| + 55.13 | 25.50 | 20.74 | 8.71 | + ---------|---------|---------|---------| + 55.13 | 25.50 | 20.17 | 10.63 | + ---------|---------|---------|---------| + 55.13 | 25.50 | 19.60 | 14.91 | + ---------|---------|---------|---------| + 55.13 | 25.50 | 19.03 | 23.37 | + ---------|---------|---------|---------| + 55.13 | 25.50 | 18.46 | 24.44 | + ---------|---------|---------|---------| + 55.13 | 25.50 | 17.89 | - | + ---------|---------|---------|---------| + 55.13 | 25.50 | 17.31 | - | + ---------|---------|---------|---------| + 55.13 | 28.28 | 23.52 | 5.92 | + ---------|---------|---------|---------| + 55.13 | 28.28 | 22.95 | 7.15 | + ---------|---------|---------|---------| + 55.13 | 28.28 | 22.38 | 9.37 | + ---------|---------|---------|---------| + 55.13 | 28.28 | 21.81 | 17.03 | + ---------|---------|---------|---------| + 55.13 | 28.28 | 21.23 | 24.21 | + ---------|---------|---------|---------| + 55.13 | 28.28 | 20.66 | - | + ---------|---------|---------|---------| + 55.13 | 28.28 | 20.09 | - | + ---------|---------|---------|---------| + 55.13 | 31.06 | 26.30 | 4.81 | + ---------|---------|---------|---------| + 55.13 | 31.06 | 25.73 | 4.96 | + ---------|---------|---------|---------| + 55.13 | 31.06 | 25.15 | 6.16 | + ---------|---------|---------|---------| + 55.13 | 31.06 | 24.58 | 10.26 | + ---------|---------|---------|---------| + 55.13 | 31.06 | 24.01 | 24.03 | + ---------|---------|---------|---------| + 55.13 | 31.06 | 23.44 | - | + ---------|---------|---------|---------| + 55.13 | 31.06 | 22.87 | - | + ---------|---------|---------|---------| + 55.13 | 33.84 | 29.07 | 4.41 | + ---------|---------|---------|---------| + 55.13 | 33.84 | 28.50 | 4.17 | + ---------|---------|---------|---------| + 55.13 | 33.84 | 27.93 | 4.38 | + ---------|---------|---------|---------| + 55.13 | 33.84 | 27.36 | 6.57 | + ---------|---------|---------|---------| + 55.13 | 33.84 | 26.79 | 15.79 | + ---------|---------|---------|---------| + 55.13 | 33.84 | 26.22 | - | + ---------|---------|---------|---------| + 55.13 | 33.84 | 25.65 | - | + ---------|---------|---------|---------| + 55.13 | 36.62 | 31.85 | 4.28 | + ---------|---------|---------|---------| + 55.13 | 36.62 | 31.28 | 3.90 | + ---------|---------|---------|---------| + 55.13 | 36.62 | 30.71 | 3.73 | + ---------|---------|---------|---------| + 55.13 | 36.62 | 30.14 | 4.44 | + ---------|---------|---------|---------| + 55.13 | 36.62 | 29.57 | 8.72 | + ---------|---------|---------|---------| + 55.13 | 36.62 | 29.00 | - | + ---------|---------|---------|---------| + 55.13 | 36.62 | 28.43 | - | + ---------|---------|---------|---------| + 57.91 | 11.62 | 6.85 | 41.79 | + ---------|---------|---------|---------| + 57.91 | 11.62 | 6.28 | 36.40 | + ---------|---------|---------|---------| + 57.91 | 11.62 | 5.71 | 31.80 | + ---------|---------|---------|---------| + 57.91 | 11.62 | 5.14 | 30.94 | + ---------|---------|---------|---------| + 57.91 | 11.62 | 4.57 | 30.95 | + ---------|---------|---------|---------| + 57.91 | 11.62 | 4.00 | - | + ---------|---------|---------|---------| + 57.91 | 11.62 | 3.43 | - | + ---------|---------|---------|---------| + 57.91 | 14.39 | 9.63 | 35.40 | + ---------|---------|---------|---------| + 57.91 | 14.39 | 9.06 | 31.07 | + ---------|---------|---------|---------| + 57.91 | 14.39 | 8.49 | 27.34 | + ---------|---------|---------|---------| + 57.91 | 14.39 | 7.92 | 26.90 | + ---------|---------|---------|---------| + 57.91 | 14.39 | 7.35 | 27.48 | + ---------|---------|---------|---------| + 57.91 | 14.39 | 6.77 | - | + ---------|---------|---------|---------| + 57.91 | 14.39 | 6.20 | - | + ---------|---------|---------|---------| + 57.91 | 17.17 | 12.41 | 32.58 | + ---------|---------|---------|---------| + 57.91 | 17.17 | 11.84 | 28.66 | + ---------|---------|---------|---------| + 57.91 | 17.17 | 11.27 | 25.37 | + ---------|---------|---------|---------| + 57.91 | 17.17 | 10.69 | 25.26 | + ---------|---------|---------|---------| + 57.91 | 17.17 | 10.12 | 26.11 | + ---------|---------|---------|---------| + 57.91 | 17.17 | 9.55 | - | + ---------|---------|---------|---------| + 57.91 | 17.17 | 8.98 | - | + ---------|---------|---------|---------| + 57.91 | 19.95 | 15.19 | 30.90 | + ---------|---------|---------|---------| + 57.91 | 19.95 | 14.61 | 27.28 | + ---------|---------|---------|---------| + 57.91 | 19.95 | 14.04 | 24.32 | + ---------|---------|---------|---------| + 57.91 | 19.95 | 13.47 | 24.36 | + ---------|---------|---------|---------| + 57.91 | 19.95 | 12.90 | 25.38 | + ---------|---------|---------|---------| + 57.91 | 19.95 | 12.33 | - | + ---------|---------|---------|---------| + 57.91 | 19.95 | 11.76 | - | + ---------|---------|---------|---------| + 57.91 | 22.73 | 17.96 | 29.79 | + ---------|---------|---------|---------| + 57.91 | 22.73 | 17.39 | 26.43 | + ---------|---------|---------|---------| + 57.91 | 22.73 | 16.82 | 23.65 | + ---------|---------|---------|---------| + 57.91 | 22.73 | 16.25 | 23.79 | + ---------|---------|---------|---------| + 57.91 | 22.73 | 15.68 | 24.93 | + ---------|---------|---------|---------| + 57.91 | 22.73 | 15.11 | - | + ---------|---------|---------|---------| + 57.91 | 22.73 | 14.54 | - | + ---------|---------|---------|---------| + 57.91 | 25.50 | 20.74 | 28.09 | + ---------|---------|---------|---------| + 57.91 | 25.50 | 20.17 | 25.84 | + ---------|---------|---------|---------| + 57.91 | 25.50 | 19.60 | 23.19 | + ---------|---------|---------|---------| + 57.91 | 25.50 | 19.03 | 23.41 | + ---------|---------|---------|---------| + 57.91 | 25.50 | 18.46 | 24.61 | + ---------|---------|---------|---------| + 57.91 | 25.50 | 17.89 | - | + ---------|---------|---------|---------| + 57.91 | 25.50 | 17.31 | - | + ---------|---------|---------|---------| + 57.91 | 28.28 | 23.52 | 20.53 | + ---------|---------|---------|---------| + 57.91 | 28.28 | 22.95 | 25.02 | + ---------|---------|---------|---------| + 57.91 | 28.28 | 22.38 | 22.85 | + ---------|---------|---------|---------| + 57.91 | 28.28 | 21.81 | 23.13 | + ---------|---------|---------|---------| + 57.91 | 28.28 | 21.23 | 24.39 | + ---------|---------|---------|---------| + 57.91 | 28.28 | 20.66 | - | + ---------|---------|---------|---------| + 57.91 | 28.28 | 20.09 | - | + ---------|---------|---------|---------| + 57.91 | 31.06 | 26.30 | 13.94 | + ---------|---------|---------|---------| + 57.91 | 31.06 | 25.73 | 18.94 | + ---------|---------|---------|---------| + 57.91 | 31.06 | 25.15 | 22.60 | + ---------|---------|---------|---------| + 57.91 | 31.06 | 24.58 | 22.92 | + ---------|---------|---------|---------| + 57.91 | 31.06 | 24.01 | 24.21 | + ---------|---------|---------|---------| + 57.91 | 31.06 | 23.44 | - | + ---------|---------|---------|---------| + 57.91 | 31.06 | 22.87 | - | + ---------|---------|---------|---------| + 57.91 | 33.84 | 29.07 | 9.45 | + ---------|---------|---------|---------| + 57.91 | 33.84 | 28.50 | 12.87 | + ---------|---------|---------|---------| + 57.91 | 33.84 | 27.93 | 19.76 | + ---------|---------|---------|---------| + 57.91 | 33.84 | 27.36 | 22.75 | + ---------|---------|---------|---------| + 57.91 | 33.84 | 26.79 | 24.07 | + ---------|---------|---------|---------| + 57.91 | 33.84 | 26.22 | - | + ---------|---------|---------|---------| + 57.91 | 33.84 | 25.65 | - | + ---------|---------|---------|---------| + 57.91 | 36.62 | 31.85 | 6.78 | + ---------|---------|---------|---------| + 57.91 | 36.62 | 31.28 | 8.63 | + ---------|---------|---------|---------| + 57.91 | 36.62 | 30.71 | 13.41 | + ---------|---------|---------|---------| + 57.91 | 36.62 | 30.14 | 22.61 | + ---------|---------|---------|---------| + 57.91 | 36.62 | 29.57 | 23.96 | + ---------|---------|---------|---------| + 57.91 | 36.62 | 29.00 | - | + ---------|---------|---------|---------| + 57.91 | 36.62 | 28.43 | - | + 60.69 | 11.62 | 6.85 | 42.10 | + 60.69 | 11.62 | 6.28 | 36.17 | + 60.69 | 11.62 | 5.71 | 31.49 | + 60.69 | 11.62 | 5.14 | 30.68 | + 60.69 | 11.62 | 4.57 | - | + 60.69 | 11.62 | 4.00 | - | + 60.69 | 11.62 | 3.43 | - | + 60.69 | 14.39 | 9.63 | 35.38 | + 60.69 | 14.39 | 9.06 | 30.93 | + 60.69 | 14.39 | 8.49 | 27.16 | + 60.69 | 14.39 | 7.92 | 26.83 | + 60.69 | 14.39 | 7.35 | - | + 60.69 | 14.39 | 6.77 | - | + 60.69 | 14.39 | 6.20 | - | + 60.69 | 17.17 | 12.41 | 32.55 | + 60.69 | 17.17 | 11.84 | 28.66 | + 60.69 | 17.17 | 11.27 | 25.34 | + 60.69 | 17.17 | 10.69 | 25.25 | + 60.69 | 17.17 | 10.12 | - | + 60.69 | 17.17 | 9.55 | - | + 60.69 | 17.17 | 8.98 | - | + 60.69 | 19.95 | 15.19 | 30.93 | + 60.69 | 19.95 | 14.61 | 27.31 | + 60.69 | 19.95 | 14.04 | 24.29 | + 60.69 | 19.95 | 13.47 | 24.38 | + 60.69 | 19.95 | 12.90 | - | + 60.69 | 19.95 | 12.33 | - | + 60.69 | 19.95 | 11.76 | - | + 60.69 | 22.73 | 17.96 | 29.98 | + 60.69 | 22.73 | 17.39 | 26.48 | + 60.69 | 22.73 | 16.82 | 23.64 | + 60.69 | 22.73 | 16.25 | 23.83 | + 60.69 | 22.73 | 15.68 | - | + 60.69 | 22.73 | 15.11 | - | + 60.69 | 22.73 | 14.54 | - | + 60.69 | 25.50 | 20.74 | 29.33 | + 60.69 | 25.50 | 20.17 | 25.94 | + 60.69 | 25.50 | 19.60 | 23.18 | + 60.69 | 25.50 | 19.03 | 23.46 | + 60.69 | 25.50 | 18.46 | - | + 60.69 | 25.50 | 17.89 | - | + 60.69 | 25.50 | 17.31 | - | + 60.69 | 28.28 | 23.52 | 28.91 | + 60.69 | 28.28 | 22.95 | 25.59 | + 60.69 | 28.28 | 22.38 | 22.87 | + 60.69 | 28.28 | 21.81 | 23.19 | + 60.69 | 28.28 | 21.23 | - | + 60.69 | 28.28 | 20.66 | - | + 60.69 | 28.28 | 20.09 | - | + 60.69 | 31.06 | 26.30 | 28.64 | + 60.69 | 31.06 | 25.73 | 25.36 | + 60.69 | 31.06 | 25.15 | 22.65 | + 60.69 | 31.06 | 24.58 | 22.98 | + 60.69 | 31.06 | 24.01 | - | + 60.69 | 31.06 | 23.44 | - | + 60.69 | 31.06 | 22.87 | - | + 60.69 | 33.84 | 29.07 | 28.38 | + 60.69 | 33.84 | 28.50 | 25.20 | + 60.69 | 33.84 | 27.93 | 22.51 | + 60.69 | 33.84 | 27.36 | 22.82 | + 60.69 | 33.84 | 26.79 | - | + 60.69 | 33.84 | 26.22 | - | + 60.69 | 33.84 | 25.65 | - | + 60.69 | 36.62 | 31.85 | - | + 60.69 | 36.62 | 31.28 | 25.09 | + 60.69 | 36.62 | 30.71 | 22.42 | + 60.69 | 36.62 | 30.14 | 22.70 | + 60.69 | 36.62 | 29.57 | - | + 60.69 | 36.62 | 29.00 | - | + 60.69 | 36.62 | 28.43 | - | + + The center point of the critical circle lies on the edge of the grid. + + New grid with : X minimum = 35.69 [m] + X maximum = 60.69 [m] + Y minimum = 11.62 [m] + Y maximum = 36.62 [m] + tangent minimum = 7.62 [m] + tangent maximum = 11.04 [m] + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 35.69 | 11.62 | 4.00 | - | Circle center in geometry. + ---------|---------|---------|---------| + 35.69 | 11.62 | 3.43 | - | Circle center in geometry. + ---------|---------|---------|---------| + 35.69 | 11.62 | 2.86 | - | Circle center in geometry. + ---------|---------|---------|---------| + 35.69 | 11.62 | 2.28 | - | Circle center in geometry. + ---------|---------|---------|---------| + 35.69 | 11.62 | 1.71 | - | Circle center in geometry. + ---------|---------|---------|---------| + 35.69 | 11.62 | 1.14 | - | Circle center in geometry. + ---------|---------|---------|---------| + 35.69 | 11.62 | 0.57 | - | Circle center in geometry. + ---------|---------|---------|---------| + 35.69 | 14.39 | 6.77 | 81.00 | Evaluated earlier. + 35.69 | 14.39 | 6.20 | 33.14 | Evaluated earlier. + 35.69 | 14.39 | 5.63 | 17.14 | + 35.69 | 14.39 | 5.06 | 9.90 | + 35.69 | 14.39 | 4.49 | 7.79 | + 35.69 | 14.39 | 3.92 | - | + 35.69 | 14.39 | 3.35 | - | + 35.69 | 17.17 | 9.55 | 295.80 | Evaluated earlier. + 35.69 | 17.17 | 8.98 | 227.86 | Evaluated earlier. + 35.69 | 17.17 | 8.41 | 54.52 | + 35.69 | 17.17 | 7.84 | 22.70 | + 35.69 | 17.17 | 7.27 | 11.59 | + 35.69 | 17.17 | 6.70 | - | + 35.69 | 17.17 | 6.13 | - | + 35.69 | 19.95 | 12.33 | 122.43 | Evaluated earlier. + 35.69 | 19.95 | 11.76 | 259.34 | Evaluated earlier. + 35.69 | 19.95 | 11.19 | 249.66 | + 35.69 | 19.95 | 10.62 | 52.89 | + 35.69 | 19.95 | 10.05 | 20.75 | + 35.69 | 19.95 | 9.48 | - | + 35.69 | 19.95 | 8.90 | - | + 35.69 | 22.73 | 15.11 | 103.74 | Evaluated earlier. + 35.69 | 22.73 | 14.54 | 144.45 | Evaluated earlier. + 35.69 | 22.73 | 13.97 | 531.13 | + 35.69 | 22.73 | 13.40 | 124.98 | + 35.69 | 22.73 | 12.82 | 35.70 | + 35.69 | 22.73 | 12.25 | - | + 35.69 | 22.73 | 11.68 | - | + 35.69 | 25.50 | 17.89 | 95.83 | Evaluated earlier. + 35.69 | 25.50 | 17.31 | 124.15 | Evaluated earlier. + 35.69 | 25.50 | 16.74 | 219.53 | + 35.69 | 25.50 | 16.17 | 389.03 | + 35.69 | 25.50 | 15.60 | 58.10 | + 35.69 | 25.50 | 15.03 | - | + 35.69 | 25.50 | 14.46 | - | + 35.69 | 28.28 | 20.66 | 80.67 | Evaluated earlier. + 35.69 | 28.28 | 20.09 | 119.90 | Evaluated earlier. + 35.69 | 28.28 | 19.52 | 172.79 | + 35.69 | 28.28 | 18.95 | >999.99 | + 35.69 | 28.28 | 18.38 | 90.81 | + 35.69 | 28.28 | 17.81 | - | + 35.69 | 28.28 | 17.24 | - | + 35.69 | 31.06 | 23.44 | 67.32 | Evaluated earlier. + 35.69 | 31.06 | 22.87 | 117.27 | Evaluated earlier. + 35.69 | 31.06 | 22.30 | 156.94 | + 35.69 | 31.06 | 21.73 | 483.64 | + 35.69 | 31.06 | 21.16 | 139.59 | + 35.69 | 31.06 | 20.59 | - | + 35.69 | 31.06 | 20.02 | - | + 35.69 | 33.84 | 26.22 | 57.40 | Evaluated earlier. + 35.69 | 33.84 | 25.65 | 107.28 | Evaluated earlier. + 35.69 | 33.84 | 25.08 | 152.14 | + 35.69 | 33.84 | 24.51 | 326.84 | + 35.69 | 33.84 | 23.94 | 215.70 | + 35.69 | 33.84 | 23.36 | - | + 35.69 | 33.84 | 22.79 | - | + 35.69 | 36.62 | 29.00 | 50.22 | Evaluated earlier. + 35.69 | 36.62 | 28.43 | 95.95 | Evaluated earlier. + 35.69 | 36.62 | 27.86 | 152.39 | + 35.69 | 36.62 | 27.28 | 275.36 | + 35.69 | 36.62 | 26.71 | 345.02 | + 35.69 | 36.62 | 26.14 | - | + 35.69 | 36.62 | 25.57 | - | + ---------|---------|---------|---------| + 38.46 | 11.62 | 4.00 | - | Circle center point too low. + ---------|---------|---------|---------| + 38.46 | 11.62 | 3.43 | - | Circle center point too low. + ---------|---------|---------|---------| + 38.46 | 11.62 | 2.86 | - | Circle center point too low. + ---------|---------|---------|---------| + 38.46 | 11.62 | 2.28 | 9.25 | + ---------|---------|---------|---------| + 38.46 | 11.62 | 1.71 | 9.26 | + ---------|---------|---------|---------| + 38.46 | 11.62 | 1.14 | - | + ---------|---------|---------|---------| + 38.46 | 11.62 | 0.57 | - | + ---------|---------|---------|---------| + 38.46 | 14.39 | 6.77 | 5.25 | Evaluated earlier. + 38.46 | 14.39 | 6.20 | 5.26 | Evaluated earlier. + 38.46 | 14.39 | 5.63 | 5.33 | + 38.46 | 14.39 | 5.06 | 5.50 | + 38.46 | 14.39 | 4.49 | 5.97 | + 38.46 | 14.39 | 3.92 | - | + 38.46 | 14.39 | 3.35 | - | + 38.46 | 17.17 | 9.55 | 4.94 | Evaluated earlier. + 38.46 | 17.17 | 8.98 | 4.93 | Evaluated earlier. + 38.46 | 17.17 | 8.41 | 5.00 | + 38.46 | 17.17 | 7.84 | 5.21 | + 38.46 | 17.17 | 7.27 | 5.66 | + 38.46 | 17.17 | 6.70 | - | + 38.46 | 17.17 | 6.13 | - | + 38.46 | 19.95 | 12.33 | 5.03 | Evaluated earlier. + 38.46 | 19.95 | 11.76 | 5.01 | Evaluated earlier. + 38.46 | 19.95 | 11.19 | 5.07 | + 38.46 | 19.95 | 10.62 | 5.29 | + 38.46 | 19.95 | 10.05 | 5.79 | + 38.46 | 19.95 | 9.48 | - | + 38.46 | 19.95 | 8.90 | - | + 38.46 | 22.73 | 15.11 | 5.33 | Evaluated earlier. + 38.46 | 22.73 | 14.54 | 5.25 | Evaluated earlier. + 38.46 | 22.73 | 13.97 | 5.30 | + 38.46 | 22.73 | 13.40 | 5.50 | + 38.46 | 22.73 | 12.82 | 6.03 | + 38.46 | 22.73 | 12.25 | - | + 38.46 | 22.73 | 11.68 | - | + 38.46 | 25.50 | 17.89 | 5.71 | Evaluated earlier. + 38.46 | 25.50 | 17.31 | 5.60 | Evaluated earlier. + 38.46 | 25.50 | 16.74 | 5.59 | + 38.46 | 25.50 | 16.17 | 5.79 | + 38.46 | 25.50 | 15.60 | 6.32 | + 38.46 | 25.50 | 15.03 | - | + 38.46 | 25.50 | 14.46 | - | + 38.46 | 28.28 | 20.66 | 6.13 | Evaluated earlier. + 38.46 | 28.28 | 20.09 | 6.00 | Evaluated earlier. + 38.46 | 28.28 | 19.52 | 5.96 | + 38.46 | 28.28 | 18.95 | 6.12 | + 38.46 | 28.28 | 18.38 | 6.65 | + 38.46 | 28.28 | 17.81 | - | + 38.46 | 28.28 | 17.24 | - | + 38.46 | 31.06 | 23.44 | 6.57 | Evaluated earlier. + 38.46 | 31.06 | 22.87 | 6.42 | Evaluated earlier. + 38.46 | 31.06 | 22.30 | 6.36 | + 38.46 | 31.06 | 21.73 | 6.48 | + 38.46 | 31.06 | 21.16 | 7.01 | + 38.46 | 31.06 | 20.59 | - | + 38.46 | 31.06 | 20.02 | - | + 38.46 | 33.84 | 26.22 | 7.05 | Evaluated earlier. + 38.46 | 33.84 | 25.65 | 6.86 | Evaluated earlier. + 38.46 | 33.84 | 25.08 | 6.78 | + 38.46 | 33.84 | 24.51 | 6.88 | + 38.46 | 33.84 | 23.94 | 7.39 | + 38.46 | 33.84 | 23.36 | - | + 38.46 | 33.84 | 22.79 | - | + 38.46 | 36.62 | 29.00 | 7.55 | Evaluated earlier. + 38.46 | 36.62 | 28.43 | 7.30 | Evaluated earlier. + 38.46 | 36.62 | 27.86 | 7.22 | + 38.46 | 36.62 | 27.28 | 7.30 | + 38.46 | 36.62 | 26.71 | 7.78 | + 38.46 | 36.62 | 26.14 | - | + 38.46 | 36.62 | 25.57 | - | + ---------|---------|---------|---------| + 41.24 | 11.62 | 4.00 | 2.46 | Evaluated earlier. + 41.24 | 11.62 | 3.43 | 2.31 | Evaluated earlier. + 41.24 | 11.62 | 2.86 | 2.16 | + 41.24 | 11.62 | 2.28 | 2.04 | + 41.24 | 11.62 | 1.71 | - | + 41.24 | 11.62 | 1.14 | - | + 41.24 | 11.62 | 0.57 | - | + 41.24 | 14.39 | 6.77 | 2.38 | Evaluated earlier. + 41.24 | 14.39 | 6.20 | 2.19 | Evaluated earlier. + 41.24 | 14.39 | 5.63 | 1.95 | + 41.24 | 14.39 | 5.06 | 1.70 | + 41.24 | 14.39 | 4.49 | - | + 41.24 | 14.39 | 3.92 | - | + 41.24 | 14.39 | 3.35 | - | + 41.24 | 17.17 | 9.55 | 2.49 | Evaluated earlier. + 41.24 | 17.17 | 8.98 | 2.37 | Evaluated earlier. + 41.24 | 17.17 | 8.41 | 2.23 | + 41.24 | 17.17 | 7.84 | 2.07 | + 41.24 | 17.17 | 7.27 | - | + 41.24 | 17.17 | 6.70 | - | + 41.24 | 17.17 | 6.13 | - | + 41.24 | 19.95 | 12.33 | 2.66 | Evaluated earlier. + 41.24 | 19.95 | 11.76 | 2.57 | Evaluated earlier. + 41.24 | 19.95 | 11.19 | 2.47 | + 41.24 | 19.95 | 10.62 | 2.38 | + 41.24 | 19.95 | 10.05 | - | + 41.24 | 19.95 | 9.48 | - | + 41.24 | 19.95 | 8.90 | - | + 41.24 | 22.73 | 15.11 | 2.85 | Evaluated earlier. + 41.24 | 22.73 | 14.54 | 2.76 | Evaluated earlier. + 41.24 | 22.73 | 13.97 | 2.70 | + 41.24 | 22.73 | 13.40 | 2.65 | + 41.24 | 22.73 | 12.82 | - | + 41.24 | 22.73 | 12.25 | - | + 41.24 | 22.73 | 11.68 | - | + 41.24 | 25.50 | 17.89 | 3.06 | Evaluated earlier. + 41.24 | 25.50 | 17.31 | 2.96 | Evaluated earlier. + 41.24 | 25.50 | 16.74 | 2.92 | + 41.24 | 25.50 | 16.17 | 2.90 | + 41.24 | 25.50 | 15.60 | - | + 41.24 | 25.50 | 15.03 | - | + 41.24 | 25.50 | 14.46 | - | + 41.24 | 28.28 | 20.66 | 3.29 | Evaluated earlier. + 41.24 | 28.28 | 20.09 | 3.17 | Evaluated earlier. + 41.24 | 28.28 | 19.52 | 3.13 | + 41.24 | 28.28 | 18.95 | 3.14 | + 41.24 | 28.28 | 18.38 | - | + 41.24 | 28.28 | 17.81 | - | + 41.24 | 28.28 | 17.24 | - | + 41.24 | 31.06 | 23.44 | 3.54 | Evaluated earlier. + 41.24 | 31.06 | 22.87 | 3.38 | Evaluated earlier. + 41.24 | 31.06 | 22.30 | 3.34 | + 41.24 | 31.06 | 21.73 | 3.37 | + 41.24 | 31.06 | 21.16 | - | + 41.24 | 31.06 | 20.59 | - | + 41.24 | 31.06 | 20.02 | - | + 41.24 | 33.84 | 26.22 | 3.80 | Evaluated earlier. + 41.24 | 33.84 | 25.65 | 3.60 | Evaluated earlier. + 41.24 | 33.84 | 25.08 | 3.55 | + 41.24 | 33.84 | 24.51 | 3.59 | + 41.24 | 33.84 | 23.94 | - | + 41.24 | 33.84 | 23.36 | - | + 41.24 | 33.84 | 22.79 | - | + 41.24 | 36.62 | 29.00 | 4.08 | Evaluated earlier. + 41.24 | 36.62 | 28.43 | 3.84 | Evaluated earlier. + 41.24 | 36.62 | 27.86 | 3.77 | + 41.24 | 36.62 | 27.28 | 3.81 | + 41.24 | 36.62 | 26.71 | - | + 41.24 | 36.62 | 26.14 | - | + 41.24 | 36.62 | 25.57 | - | + ---------|---------|---------|---------| + 44.02 | 11.62 | 4.00 | 2.05 | Evaluated earlier. + 44.02 | 11.62 | 3.43 | 1.97 | Evaluated earlier. + 44.02 | 11.62 | 2.86 | - | + 44.02 | 11.62 | 2.28 | - | + 44.02 | 11.62 | 1.71 | - | + 44.02 | 11.62 | 1.14 | - | + 44.02 | 11.62 | 0.57 | - | + 44.02 | 14.39 | 6.77 | 1.60 | Evaluated earlier. + 44.02 | 14.39 | 6.20 | 1.52 | Evaluated earlier. + 44.02 | 14.39 | 5.63 | - | + 44.02 | 14.39 | 5.06 | - | + 44.02 | 14.39 | 4.49 | - | + 44.02 | 14.39 | 3.92 | - | + 44.02 | 14.39 | 3.35 | - | + 44.02 | 17.17 | 9.55 | 1.69 | Evaluated earlier. + 44.02 | 17.17 | 8.98 | 1.52 | Evaluated earlier. + 44.02 | 17.17 | 8.41 | 1.42 | + 44.02 | 17.17 | 7.84 | - | + 44.02 | 17.17 | 7.27 | - | + 44.02 | 17.17 | 6.70 | - | + 44.02 | 17.17 | 6.13 | - | + 44.02 | 19.95 | 12.33 | 1.88 | Evaluated earlier. + 44.02 | 19.95 | 11.76 | 1.72 | Evaluated earlier. + 44.02 | 19.95 | 11.19 | 1.56 | + 44.02 | 19.95 | 10.62 | - | + 44.02 | 19.95 | 10.05 | - | + 44.02 | 19.95 | 9.48 | - | + 44.02 | 19.95 | 8.90 | - | + 44.02 | 22.73 | 15.11 | 2.06 | Evaluated earlier. + 44.02 | 22.73 | 14.54 | 1.90 | Evaluated earlier. + 44.02 | 22.73 | 13.97 | 1.76 | + 44.02 | 22.73 | 13.40 | - | + 44.02 | 22.73 | 12.82 | - | + 44.02 | 22.73 | 12.25 | - | + 44.02 | 22.73 | 11.68 | - | + 44.02 | 25.50 | 17.89 | 2.24 | Evaluated earlier. + 44.02 | 25.50 | 17.31 | 2.08 | Evaluated earlier. + 44.02 | 25.50 | 16.74 | 1.94 | + 44.02 | 25.50 | 16.17 | - | + 44.02 | 25.50 | 15.60 | - | + 44.02 | 25.50 | 15.03 | - | + 44.02 | 25.50 | 14.46 | - | + 44.02 | 28.28 | 20.66 | 2.41 | Evaluated earlier. + 44.02 | 28.28 | 20.09 | 2.25 | Evaluated earlier. + 44.02 | 28.28 | 19.52 | 2.12 | + 44.02 | 28.28 | 18.95 | 2.07 | + 44.02 | 28.28 | 18.38 | - | + 44.02 | 28.28 | 17.81 | - | + 44.02 | 28.28 | 17.24 | - | + 44.02 | 31.06 | 23.44 | 2.58 | Evaluated earlier. + 44.02 | 31.06 | 22.87 | 2.42 | Evaluated earlier. + 44.02 | 31.06 | 22.30 | 2.28 | + 44.02 | 31.06 | 21.73 | 2.26 | + 44.02 | 31.06 | 21.16 | - | + 44.02 | 31.06 | 20.59 | - | + 44.02 | 31.06 | 20.02 | - | + 44.02 | 33.84 | 26.22 | 2.76 | Evaluated earlier. + 44.02 | 33.84 | 25.65 | 2.58 | Evaluated earlier. + 44.02 | 33.84 | 25.08 | 2.44 | + 44.02 | 33.84 | 24.51 | 2.43 | + 44.02 | 33.84 | 23.94 | - | + 44.02 | 33.84 | 23.36 | - | + 44.02 | 33.84 | 22.79 | - | + 44.02 | 36.62 | 29.00 | 2.93 | Evaluated earlier. + 44.02 | 36.62 | 28.43 | 2.74 | Evaluated earlier. + 44.02 | 36.62 | 27.86 | 2.61 | + 44.02 | 36.62 | 27.28 | 2.60 | + 44.02 | 36.62 | 26.71 | - | + 44.02 | 36.62 | 26.14 | - | + 44.02 | 36.62 | 25.57 | - | + ---------|---------|---------|---------| + 46.80 | 11.62 | 4.00 | - | + ---------|---------|---------|---------| + 46.80 | 11.62 | 3.43 | - | + ---------|---------|---------|---------| + 46.80 | 11.62 | 2.86 | - | + ---------|---------|---------|---------| + 46.80 | 11.62 | 2.28 | - | + ---------|---------|---------|---------| + 46.80 | 11.62 | 1.71 | - | + ---------|---------|---------|---------| + 46.80 | 11.62 | 1.14 | - | + ---------|---------|---------|---------| + 46.80 | 11.62 | 0.57 | - | + ---------|---------|---------|---------| + 46.80 | 14.39 | 6.77 | - | + ---------|---------|---------|---------| + 46.80 | 14.39 | 6.20 | - | + ---------|---------|---------|---------| + 46.80 | 14.39 | 5.63 | - | + ---------|---------|---------|---------| + 46.80 | 14.39 | 5.06 | - | + ---------|---------|---------|---------| + 46.80 | 14.39 | 4.49 | - | + ---------|---------|---------|---------| + 46.80 | 14.39 | 3.92 | - | + ---------|---------|---------|---------| + 46.80 | 14.39 | 3.35 | - | + ---------|---------|---------|---------| + 46.80 | 17.17 | 9.55 | 1.94 | Evaluated earlier. + 46.80 | 17.17 | 8.98 | - | + 46.80 | 17.17 | 8.41 | - | + 46.80 | 17.17 | 7.84 | - | + 46.80 | 17.17 | 7.27 | - | + 46.80 | 17.17 | 6.70 | - | + 46.80 | 17.17 | 6.13 | - | + 46.80 | 19.95 | 12.33 | 1.73 | Evaluated earlier. + 46.80 | 19.95 | 11.76 | - | + 46.80 | 19.95 | 11.19 | - | + 46.80 | 19.95 | 10.62 | - | + 46.80 | 19.95 | 10.05 | - | + 46.80 | 19.95 | 9.48 | - | + 46.80 | 19.95 | 8.90 | - | + 46.80 | 22.73 | 15.11 | 1.77 | Evaluated earlier. + 46.80 | 22.73 | 14.54 | - | + 46.80 | 22.73 | 13.97 | - | + 46.80 | 22.73 | 13.40 | - | + 46.80 | 22.73 | 12.82 | - | + 46.80 | 22.73 | 12.25 | - | + 46.80 | 22.73 | 11.68 | - | + 46.80 | 25.50 | 17.89 | 1.91 | Evaluated earlier. + 46.80 | 25.50 | 17.31 | 1.71 | Evaluated earlier. + 46.80 | 25.50 | 16.74 | - | + 46.80 | 25.50 | 16.17 | - | + 46.80 | 25.50 | 15.60 | - | + 46.80 | 25.50 | 15.03 | - | + 46.80 | 25.50 | 14.46 | - | + 46.80 | 28.28 | 20.66 | 2.04 | Evaluated earlier. + 46.80 | 28.28 | 20.09 | 1.85 | Evaluated earlier. + 46.80 | 28.28 | 19.52 | - | + 46.80 | 28.28 | 18.95 | - | + 46.80 | 28.28 | 18.38 | - | + 46.80 | 28.28 | 17.81 | - | + 46.80 | 28.28 | 17.24 | - | + 46.80 | 31.06 | 23.44 | 2.17 | Evaluated earlier. + 46.80 | 31.06 | 22.87 | 1.98 | Evaluated earlier. + 46.80 | 31.06 | 22.30 | - | + 46.80 | 31.06 | 21.73 | - | + 46.80 | 31.06 | 21.16 | - | + 46.80 | 31.06 | 20.59 | - | + 46.80 | 31.06 | 20.02 | - | + 46.80 | 33.84 | 26.22 | 2.30 | Evaluated earlier. + 46.80 | 33.84 | 25.65 | 2.11 | Evaluated earlier. + 46.80 | 33.84 | 25.08 | 1.91 | + 46.80 | 33.84 | 24.51 | - | + 46.80 | 33.84 | 23.94 | - | + 46.80 | 33.84 | 23.36 | - | + 46.80 | 33.84 | 22.79 | - | + 46.80 | 36.62 | 29.00 | 2.44 | Evaluated earlier. + 46.80 | 36.62 | 28.43 | 2.24 | Evaluated earlier. + 46.80 | 36.62 | 27.86 | 2.04 | + 46.80 | 36.62 | 27.28 | - | + 46.80 | 36.62 | 26.71 | - | + 46.80 | 36.62 | 26.14 | - | + 46.80 | 36.62 | 25.57 | - | + ---------|---------|---------|---------| + 49.57 | 11.62 | 4.00 | - | + ---------|---------|---------|---------| + 49.57 | 11.62 | 3.43 | - | + ---------|---------|---------|---------| + 49.57 | 11.62 | 2.86 | - | + ---------|---------|---------|---------| + 49.57 | 11.62 | 2.28 | - | + ---------|---------|---------|---------| + 49.57 | 11.62 | 1.71 | - | + ---------|---------|---------|---------| + 49.57 | 11.62 | 1.14 | - | + ---------|---------|---------|---------| + 49.57 | 11.62 | 0.57 | - | + ---------|---------|---------|---------| + 49.57 | 14.39 | 6.77 | - | + ---------|---------|---------|---------| + 49.57 | 14.39 | 6.20 | - | + ---------|---------|---------|---------| + 49.57 | 14.39 | 5.63 | - | + ---------|---------|---------|---------| + 49.57 | 14.39 | 5.06 | - | + ---------|---------|---------|---------| + 49.57 | 14.39 | 4.49 | - | + ---------|---------|---------|---------| + 49.57 | 14.39 | 3.92 | - | + ---------|---------|---------|---------| + 49.57 | 14.39 | 3.35 | - | + ---------|---------|---------|---------| + 49.57 | 17.17 | 9.55 | - | + ---------|---------|---------|---------| + 49.57 | 17.17 | 8.98 | - | + ---------|---------|---------|---------| + 49.57 | 17.17 | 8.41 | - | + ---------|---------|---------|---------| + 49.57 | 17.17 | 7.84 | - | + ---------|---------|---------|---------| + 49.57 | 17.17 | 7.27 | - | + ---------|---------|---------|---------| + 49.57 | 17.17 | 6.70 | - | + ---------|---------|---------|---------| + 49.57 | 17.17 | 6.13 | - | + ---------|---------|---------|---------| + 49.57 | 19.95 | 12.33 | - | + ---------|---------|---------|---------| + 49.57 | 19.95 | 11.76 | - | + ---------|---------|---------|---------| + 49.57 | 19.95 | 11.19 | - | + ---------|---------|---------|---------| + 49.57 | 19.95 | 10.62 | - | + ---------|---------|---------|---------| + 49.57 | 19.95 | 10.05 | - | + ---------|---------|---------|---------| + 49.57 | 19.95 | 9.48 | - | + ---------|---------|---------|---------| + 49.57 | 19.95 | 8.90 | - | + ---------|---------|---------|---------| + 49.57 | 22.73 | 15.11 | - | + ---------|---------|---------|---------| + 49.57 | 22.73 | 14.54 | - | + ---------|---------|---------|---------| + 49.57 | 22.73 | 13.97 | - | + ---------|---------|---------|---------| + 49.57 | 22.73 | 13.40 | - | + ---------|---------|---------|---------| + 49.57 | 22.73 | 12.82 | - | + ---------|---------|---------|---------| + 49.57 | 22.73 | 12.25 | - | + ---------|---------|---------|---------| + 49.57 | 22.73 | 11.68 | - | + ---------|---------|---------|---------| + 49.57 | 25.50 | 17.89 | - | + ---------|---------|---------|---------| + 49.57 | 25.50 | 17.31 | - | + ---------|---------|---------|---------| + 49.57 | 25.50 | 16.74 | - | + ---------|---------|---------|---------| + 49.57 | 25.50 | 16.17 | - | + ---------|---------|---------|---------| + 49.57 | 25.50 | 15.60 | - | + ---------|---------|---------|---------| + 49.57 | 25.50 | 15.03 | - | + ---------|---------|---------|---------| + 49.57 | 25.50 | 14.46 | - | + ---------|---------|---------|---------| + 49.57 | 28.28 | 20.66 | - | + ---------|---------|---------|---------| + 49.57 | 28.28 | 20.09 | - | + ---------|---------|---------|---------| + 49.57 | 28.28 | 19.52 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=40.22 till 44.51 taken. + ---------|---------|---------|---------| + 49.57 | 28.28 | 18.95 | - | + ---------|---------|---------|---------| + 49.57 | 28.28 | 18.38 | - | + ---------|---------|---------|---------| + 49.57 | 28.28 | 17.81 | - | + ---------|---------|---------|---------| + 49.57 | 28.28 | 17.24 | - | + ---------|---------|---------|---------| + 49.57 | 31.06 | 23.44 | 2.12 | Evaluated earlier. + 49.57 | 31.06 | 22.87 | - | + 49.57 | 31.06 | 22.30 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=38.96 till 44.99 taken. + 49.57 | 31.06 | 21.73 | - | + 49.57 | 31.06 | 21.16 | - | + 49.57 | 31.06 | 20.59 | - | + 49.57 | 31.06 | 20.02 | - | + 49.57 | 33.84 | 26.22 | 2.19 | Evaluated earlier. + 49.57 | 33.84 | 25.65 | - | + 49.57 | 33.84 | 25.08 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=38.19 till 45.23 taken. + 49.57 | 33.84 | 24.51 | - | + 49.57 | 33.84 | 23.94 | - | + 49.57 | 33.84 | 23.36 | - | + 49.57 | 33.84 | 22.79 | - | + 49.57 | 36.62 | 29.00 | 2.27 | Evaluated earlier. + 49.57 | 36.62 | 28.43 | - | + 49.57 | 36.62 | 27.86 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=37.47 till 45.39 taken. + 49.57 | 36.62 | 27.28 | - | + 49.57 | 36.62 | 26.71 | - | + 49.57 | 36.62 | 26.14 | - | + 49.57 | 36.62 | 25.57 | - | + ---------|---------|---------|---------| + 52.35 | 11.62 | 4.00 | - | + ---------|---------|---------|---------| + 52.35 | 11.62 | 3.43 | - | + ---------|---------|---------|---------| + 52.35 | 11.62 | 2.86 | - | + ---------|---------|---------|---------| + 52.35 | 11.62 | 2.28 | - | + ---------|---------|---------|---------| + 52.35 | 11.62 | 1.71 | - | + ---------|---------|---------|---------| + 52.35 | 11.62 | 1.14 | - | + ---------|---------|---------|---------| + 52.35 | 11.62 | 0.57 | - | + ---------|---------|---------|---------| + 52.35 | 14.39 | 6.77 | - | + ---------|---------|---------|---------| + 52.35 | 14.39 | 6.20 | - | + ---------|---------|---------|---------| + 52.35 | 14.39 | 5.63 | - | + ---------|---------|---------|---------| + 52.35 | 14.39 | 5.06 | - | + ---------|---------|---------|---------| + 52.35 | 14.39 | 4.49 | - | + ---------|---------|---------|---------| + 52.35 | 14.39 | 3.92 | - | + ---------|---------|---------|---------| + 52.35 | 14.39 | 3.35 | - | + ---------|---------|---------|---------| + 52.35 | 17.17 | 9.55 | - | + ---------|---------|---------|---------| + 52.35 | 17.17 | 8.98 | - | + ---------|---------|---------|---------| + 52.35 | 17.17 | 8.41 | - | + ---------|---------|---------|---------| + 52.35 | 17.17 | 7.84 | - | + ---------|---------|---------|---------| + 52.35 | 17.17 | 7.27 | - | + ---------|---------|---------|---------| + 52.35 | 17.17 | 6.70 | - | + ---------|---------|---------|---------| + 52.35 | 17.17 | 6.13 | - | + ---------|---------|---------|---------| + 52.35 | 19.95 | 12.33 | - | + ---------|---------|---------|---------| + 52.35 | 19.95 | 11.76 | - | + ---------|---------|---------|---------| + 52.35 | 19.95 | 11.19 | - | + ---------|---------|---------|---------| + 52.35 | 19.95 | 10.62 | - | + ---------|---------|---------|---------| + 52.35 | 19.95 | 10.05 | - | + ---------|---------|---------|---------| + 52.35 | 19.95 | 9.48 | - | + ---------|---------|---------|---------| + 52.35 | 19.95 | 8.90 | - | + ---------|---------|---------|---------| + 52.35 | 22.73 | 15.11 | - | + ---------|---------|---------|---------| + 52.35 | 22.73 | 14.54 | - | + ---------|---------|---------|---------| + 52.35 | 22.73 | 13.97 | - | + ---------|---------|---------|---------| + 52.35 | 22.73 | 13.40 | - | + ---------|---------|---------|---------| + 52.35 | 22.73 | 12.82 | - | + ---------|---------|---------|---------| + 52.35 | 22.73 | 12.25 | - | + ---------|---------|---------|---------| + 52.35 | 22.73 | 11.68 | - | + ---------|---------|---------|---------| + 52.35 | 25.50 | 17.89 | - | + ---------|---------|---------|---------| + 52.35 | 25.50 | 17.31 | - | + ---------|---------|---------|---------| + 52.35 | 25.50 | 16.74 | - | + ---------|---------|---------|---------| + 52.35 | 25.50 | 16.17 | - | + ---------|---------|---------|---------| + 52.35 | 25.50 | 15.60 | - | + ---------|---------|---------|---------| + 52.35 | 25.50 | 15.03 | - | + ---------|---------|---------|---------| + 52.35 | 25.50 | 14.46 | - | + ---------|---------|---------|---------| + 52.35 | 28.28 | 20.66 | - | + ---------|---------|---------|---------| + 52.35 | 28.28 | 20.09 | - | + ---------|---------|---------|---------| + 52.35 | 28.28 | 19.52 | - | + ---------|---------|---------|---------| + 52.35 | 28.28 | 18.95 | - | + ---------|---------|---------|---------| + 52.35 | 28.28 | 18.38 | - | + ---------|---------|---------|---------| + 52.35 | 28.28 | 17.81 | - | + ---------|---------|---------|---------| + 52.35 | 28.28 | 17.24 | - | + ---------|---------|---------|---------| + 52.35 | 31.06 | 23.44 | - | + ---------|---------|---------|---------| + 52.35 | 31.06 | 22.87 | - | + ---------|---------|---------|---------| + 52.35 | 31.06 | 22.30 | - | + ---------|---------|---------|---------| + 52.35 | 31.06 | 21.73 | - | + ---------|---------|---------|---------| + 52.35 | 31.06 | 21.16 | - | + ---------|---------|---------|---------| + 52.35 | 31.06 | 20.59 | - | + ---------|---------|---------|---------| + 52.35 | 31.06 | 20.02 | - | + ---------|---------|---------|---------| + 52.35 | 33.84 | 26.22 | - | + ---------|---------|---------|---------| + 52.35 | 33.84 | 25.65 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=41.04 till 44.64 taken. + ---------|---------|---------|---------| + 52.35 | 33.84 | 25.08 | - | + ---------|---------|---------|---------| + 52.35 | 33.84 | 24.51 | - | + ---------|---------|---------|---------| + 52.35 | 33.84 | 23.94 | - | + ---------|---------|---------|---------| + 52.35 | 33.84 | 23.36 | - | + ---------|---------|---------|---------| + 52.35 | 33.84 | 22.79 | - | + ---------|---------|---------|---------| + 52.35 | 36.62 | 29.00 | - | + ---------|---------|---------|---------| + 52.35 | 36.62 | 28.43 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=39.15 till 45.53 taken. + ---------|---------|---------|---------| + 52.35 | 36.62 | 27.86 | - | + ---------|---------|---------|---------| + 52.35 | 36.62 | 27.28 | - | + ---------|---------|---------|---------| + 52.35 | 36.62 | 26.71 | - | + ---------|---------|---------|---------| + 52.35 | 36.62 | 26.14 | - | + ---------|---------|---------|---------| + 52.35 | 36.62 | 25.57 | - | + ---------|---------|---------|---------| + 55.13 | 11.62 | 4.00 | - | + ---------|---------|---------|---------| + 55.13 | 11.62 | 3.43 | - | + ---------|---------|---------|---------| + 55.13 | 11.62 | 2.86 | - | + ---------|---------|---------|---------| + 55.13 | 11.62 | 2.28 | - | + ---------|---------|---------|---------| + 55.13 | 11.62 | 1.71 | - | + ---------|---------|---------|---------| + 55.13 | 11.62 | 1.14 | - | + ---------|---------|---------|---------| + 55.13 | 11.62 | 0.57 | - | + ---------|---------|---------|---------| + 55.13 | 14.39 | 6.77 | - | + ---------|---------|---------|---------| + 55.13 | 14.39 | 6.20 | - | + ---------|---------|---------|---------| + 55.13 | 14.39 | 5.63 | - | + ---------|---------|---------|---------| + 55.13 | 14.39 | 5.06 | - | + ---------|---------|---------|---------| + 55.13 | 14.39 | 4.49 | - | + ---------|---------|---------|---------| + 55.13 | 14.39 | 3.92 | - | + ---------|---------|---------|---------| + 55.13 | 14.39 | 3.35 | - | + ---------|---------|---------|---------| + 55.13 | 17.17 | 9.55 | - | + ---------|---------|---------|---------| + 55.13 | 17.17 | 8.98 | - | + ---------|---------|---------|---------| + 55.13 | 17.17 | 8.41 | - | + ---------|---------|---------|---------| + 55.13 | 17.17 | 7.84 | - | + ---------|---------|---------|---------| + 55.13 | 17.17 | 7.27 | - | + ---------|---------|---------|---------| + 55.13 | 17.17 | 6.70 | - | + ---------|---------|---------|---------| + 55.13 | 17.17 | 6.13 | - | + ---------|---------|---------|---------| + 55.13 | 19.95 | 12.33 | - | + ---------|---------|---------|---------| + 55.13 | 19.95 | 11.76 | - | + ---------|---------|---------|---------| + 55.13 | 19.95 | 11.19 | - | + ---------|---------|---------|---------| + 55.13 | 19.95 | 10.62 | - | + ---------|---------|---------|---------| + 55.13 | 19.95 | 10.05 | - | + ---------|---------|---------|---------| + 55.13 | 19.95 | 9.48 | - | + ---------|---------|---------|---------| + 55.13 | 19.95 | 8.90 | - | + ---------|---------|---------|---------| + 55.13 | 22.73 | 15.11 | - | + ---------|---------|---------|---------| + 55.13 | 22.73 | 14.54 | - | + ---------|---------|---------|---------| + 55.13 | 22.73 | 13.97 | - | + ---------|---------|---------|---------| + 55.13 | 22.73 | 13.40 | - | + ---------|---------|---------|---------| + 55.13 | 22.73 | 12.82 | - | + ---------|---------|---------|---------| + 55.13 | 22.73 | 12.25 | - | + ---------|---------|---------|---------| + 55.13 | 22.73 | 11.68 | - | + ---------|---------|---------|---------| + 55.13 | 25.50 | 17.89 | - | + ---------|---------|---------|---------| + 55.13 | 25.50 | 17.31 | - | + ---------|---------|---------|---------| + 55.13 | 25.50 | 16.74 | - | + ---------|---------|---------|---------| + 55.13 | 25.50 | 16.17 | - | + ---------|---------|---------|---------| + 55.13 | 25.50 | 15.60 | - | + ---------|---------|---------|---------| + 55.13 | 25.50 | 15.03 | - | + ---------|---------|---------|---------| + 55.13 | 25.50 | 14.46 | - | + ---------|---------|---------|---------| + 55.13 | 28.28 | 20.66 | - | + ---------|---------|---------|---------| + 55.13 | 28.28 | 20.09 | - | + ---------|---------|---------|---------| + 55.13 | 28.28 | 19.52 | - | + ---------|---------|---------|---------| + 55.13 | 28.28 | 18.95 | - | + ---------|---------|---------|---------| + 55.13 | 28.28 | 18.38 | - | + ---------|---------|---------|---------| + 55.13 | 28.28 | 17.81 | - | + ---------|---------|---------|---------| + 55.13 | 28.28 | 17.24 | - | + ---------|---------|---------|---------| + 55.13 | 31.06 | 23.44 | - | + ---------|---------|---------|---------| + 55.13 | 31.06 | 22.87 | - | + ---------|---------|---------|---------| + 55.13 | 31.06 | 22.30 | - | + ---------|---------|---------|---------| + 55.13 | 31.06 | 21.73 | - | + ---------|---------|---------|---------| + 55.13 | 31.06 | 21.16 | - | + ---------|---------|---------|---------| + 55.13 | 31.06 | 20.59 | - | + ---------|---------|---------|---------| + 55.13 | 31.06 | 20.02 | - | + ---------|---------|---------|---------| + 55.13 | 33.84 | 26.22 | - | + ---------|---------|---------|---------| + 55.13 | 33.84 | 25.65 | - | + ---------|---------|---------|---------| + 55.13 | 33.84 | 25.08 | - | + ---------|---------|---------|---------| + 55.13 | 33.84 | 24.51 | - | + ---------|---------|---------|---------| + 55.13 | 33.84 | 23.94 | - | + ---------|---------|---------|---------| + 55.13 | 33.84 | 23.36 | - | + ---------|---------|---------|---------| + 55.13 | 33.84 | 22.79 | - | + ---------|---------|---------|---------| + 55.13 | 36.62 | 29.00 | - | + ---------|---------|---------|---------| + 55.13 | 36.62 | 28.43 | - | + ---------|---------|---------|---------| + 55.13 | 36.62 | 27.86 | - | + ---------|---------|---------|---------| + 55.13 | 36.62 | 27.28 | - | + ---------|---------|---------|---------| + 55.13 | 36.62 | 26.71 | - | + ---------|---------|---------|---------| + 55.13 | 36.62 | 26.14 | - | + ---------|---------|---------|---------| + 55.13 | 36.62 | 25.57 | - | + ---------|---------|---------|---------| + 57.91 | 11.62 | 4.00 | - | + ---------|---------|---------|---------| + 57.91 | 11.62 | 3.43 | - | + ---------|---------|---------|---------| + 57.91 | 11.62 | 2.86 | - | + ---------|---------|---------|---------| + 57.91 | 11.62 | 2.28 | - | + ---------|---------|---------|---------| + 57.91 | 11.62 | 1.71 | - | + ---------|---------|---------|---------| + 57.91 | 11.62 | 1.14 | - | + ---------|---------|---------|---------| + 57.91 | 11.62 | 0.57 | - | + ---------|---------|---------|---------| + 57.91 | 14.39 | 6.77 | - | + ---------|---------|---------|---------| + 57.91 | 14.39 | 6.20 | - | + ---------|---------|---------|---------| + 57.91 | 14.39 | 5.63 | - | + ---------|---------|---------|---------| + 57.91 | 14.39 | 5.06 | - | + ---------|---------|---------|---------| + 57.91 | 14.39 | 4.49 | - | + ---------|---------|---------|---------| + 57.91 | 14.39 | 3.92 | - | + ---------|---------|---------|---------| + 57.91 | 14.39 | 3.35 | - | + ---------|---------|---------|---------| + 57.91 | 17.17 | 9.55 | - | + ---------|---------|---------|---------| + 57.91 | 17.17 | 8.98 | - | + ---------|---------|---------|---------| + 57.91 | 17.17 | 8.41 | - | + ---------|---------|---------|---------| + 57.91 | 17.17 | 7.84 | - | + ---------|---------|---------|---------| + 57.91 | 17.17 | 7.27 | - | + ---------|---------|---------|---------| + 57.91 | 17.17 | 6.70 | - | + ---------|---------|---------|---------| + 57.91 | 17.17 | 6.13 | - | + ---------|---------|---------|---------| + 57.91 | 19.95 | 12.33 | - | + ---------|---------|---------|---------| + 57.91 | 19.95 | 11.76 | - | + ---------|---------|---------|---------| + 57.91 | 19.95 | 11.19 | - | + ---------|---------|---------|---------| + 57.91 | 19.95 | 10.62 | - | + ---------|---------|---------|---------| + 57.91 | 19.95 | 10.05 | - | + ---------|---------|---------|---------| + 57.91 | 19.95 | 9.48 | - | + ---------|---------|---------|---------| + 57.91 | 19.95 | 8.90 | - | + ---------|---------|---------|---------| + 57.91 | 22.73 | 15.11 | - | + ---------|---------|---------|---------| + 57.91 | 22.73 | 14.54 | - | + ---------|---------|---------|---------| + 57.91 | 22.73 | 13.97 | - | + ---------|---------|---------|---------| + 57.91 | 22.73 | 13.40 | - | + ---------|---------|---------|---------| + 57.91 | 22.73 | 12.82 | - | + ---------|---------|---------|---------| + 57.91 | 22.73 | 12.25 | - | + ---------|---------|---------|---------| + 57.91 | 22.73 | 11.68 | - | + ---------|---------|---------|---------| + 57.91 | 25.50 | 17.89 | - | + ---------|---------|---------|---------| + 57.91 | 25.50 | 17.31 | - | + ---------|---------|---------|---------| + 57.91 | 25.50 | 16.74 | - | + ---------|---------|---------|---------| + 57.91 | 25.50 | 16.17 | - | + ---------|---------|---------|---------| + 57.91 | 25.50 | 15.60 | - | + ---------|---------|---------|---------| + 57.91 | 25.50 | 15.03 | - | + ---------|---------|---------|---------| + 57.91 | 25.50 | 14.46 | - | + ---------|---------|---------|---------| + 57.91 | 28.28 | 20.66 | - | + ---------|---------|---------|---------| + 57.91 | 28.28 | 20.09 | - | + ---------|---------|---------|---------| + 57.91 | 28.28 | 19.52 | - | + ---------|---------|---------|---------| + 57.91 | 28.28 | 18.95 | - | + ---------|---------|---------|---------| + 57.91 | 28.28 | 18.38 | - | + ---------|---------|---------|---------| + 57.91 | 28.28 | 17.81 | - | + ---------|---------|---------|---------| + 57.91 | 28.28 | 17.24 | - | + ---------|---------|---------|---------| + 57.91 | 31.06 | 23.44 | - | + ---------|---------|---------|---------| + 57.91 | 31.06 | 22.87 | - | + ---------|---------|---------|---------| + 57.91 | 31.06 | 22.30 | - | + ---------|---------|---------|---------| + 57.91 | 31.06 | 21.73 | - | + ---------|---------|---------|---------| + 57.91 | 31.06 | 21.16 | - | + ---------|---------|---------|---------| + 57.91 | 31.06 | 20.59 | - | + ---------|---------|---------|---------| + 57.91 | 31.06 | 20.02 | - | + ---------|---------|---------|---------| + 57.91 | 33.84 | 26.22 | - | + ---------|---------|---------|---------| + 57.91 | 33.84 | 25.65 | - | + ---------|---------|---------|---------| + 57.91 | 33.84 | 25.08 | - | + ---------|---------|---------|---------| + 57.91 | 33.84 | 24.51 | - | + ---------|---------|---------|---------| + 57.91 | 33.84 | 23.94 | - | + ---------|---------|---------|---------| + 57.91 | 33.84 | 23.36 | - | + ---------|---------|---------|---------| + 57.91 | 33.84 | 22.79 | - | + ---------|---------|---------|---------| + 57.91 | 36.62 | 29.00 | - | + ---------|---------|---------|---------| + 57.91 | 36.62 | 28.43 | - | + ---------|---------|---------|---------| + 57.91 | 36.62 | 27.86 | - | + ---------|---------|---------|---------| + 57.91 | 36.62 | 27.28 | - | + ---------|---------|---------|---------| + 57.91 | 36.62 | 26.71 | - | + ---------|---------|---------|---------| + 57.91 | 36.62 | 26.14 | - | + ---------|---------|---------|---------| + 57.91 | 36.62 | 25.57 | - | + ---------|---------|---------|---------| + 60.69 | 11.62 | 4.00 | - | + ---------|---------|---------|---------| + 60.69 | 11.62 | 3.43 | - | + ---------|---------|---------|---------| + 60.69 | 11.62 | 2.86 | - | + ---------|---------|---------|---------| + 60.69 | 11.62 | 2.28 | - | + ---------|---------|---------|---------| + 60.69 | 11.62 | 1.71 | - | + ---------|---------|---------|---------| + 60.69 | 11.62 | 1.14 | - | + ---------|---------|---------|---------| + 60.69 | 11.62 | 0.57 | - | + ---------|---------|---------|---------| + 60.69 | 14.39 | 6.77 | - | + ---------|---------|---------|---------| + 60.69 | 14.39 | 6.20 | - | + ---------|---------|---------|---------| + 60.69 | 14.39 | 5.63 | - | + ---------|---------|---------|---------| + 60.69 | 14.39 | 5.06 | - | + ---------|---------|---------|---------| + 60.69 | 14.39 | 4.49 | - | + ---------|---------|---------|---------| + 60.69 | 14.39 | 3.92 | - | + ---------|---------|---------|---------| + 60.69 | 14.39 | 3.35 | - | + ---------|---------|---------|---------| + 60.69 | 17.17 | 9.55 | - | + ---------|---------|---------|---------| + 60.69 | 17.17 | 8.98 | - | + ---------|---------|---------|---------| + 60.69 | 17.17 | 8.41 | - | + ---------|---------|---------|---------| + 60.69 | 17.17 | 7.84 | - | + ---------|---------|---------|---------| + 60.69 | 17.17 | 7.27 | - | + ---------|---------|---------|---------| + 60.69 | 17.17 | 6.70 | - | + ---------|---------|---------|---------| + 60.69 | 17.17 | 6.13 | - | + ---------|---------|---------|---------| + 60.69 | 19.95 | 12.33 | - | + ---------|---------|---------|---------| + 60.69 | 19.95 | 11.76 | - | + ---------|---------|---------|---------| + 60.69 | 19.95 | 11.19 | - | + ---------|---------|---------|---------| + 60.69 | 19.95 | 10.62 | - | + ---------|---------|---------|---------| + 60.69 | 19.95 | 10.05 | - | + ---------|---------|---------|---------| + 60.69 | 19.95 | 9.48 | - | + ---------|---------|---------|---------| + 60.69 | 19.95 | 8.90 | - | + ---------|---------|---------|---------| + 60.69 | 22.73 | 15.11 | - | + ---------|---------|---------|---------| + 60.69 | 22.73 | 14.54 | - | + ---------|---------|---------|---------| + 60.69 | 22.73 | 13.97 | - | + ---------|---------|---------|---------| + 60.69 | 22.73 | 13.40 | - | + ---------|---------|---------|---------| + 60.69 | 22.73 | 12.82 | - | + ---------|---------|---------|---------| + 60.69 | 22.73 | 12.25 | - | + ---------|---------|---------|---------| + 60.69 | 22.73 | 11.68 | - | + ---------|---------|---------|---------| + 60.69 | 25.50 | 17.89 | - | + ---------|---------|---------|---------| + 60.69 | 25.50 | 17.31 | - | + ---------|---------|---------|---------| + 60.69 | 25.50 | 16.74 | - | + ---------|---------|---------|---------| + 60.69 | 25.50 | 16.17 | - | + ---------|---------|---------|---------| + 60.69 | 25.50 | 15.60 | - | + ---------|---------|---------|---------| + 60.69 | 25.50 | 15.03 | - | + ---------|---------|---------|---------| + 60.69 | 25.50 | 14.46 | - | + ---------|---------|---------|---------| + 60.69 | 28.28 | 20.66 | - | + ---------|---------|---------|---------| + 60.69 | 28.28 | 20.09 | - | + ---------|---------|---------|---------| + 60.69 | 28.28 | 19.52 | - | + ---------|---------|---------|---------| + 60.69 | 28.28 | 18.95 | - | + ---------|---------|---------|---------| + 60.69 | 28.28 | 18.38 | - | + ---------|---------|---------|---------| + 60.69 | 28.28 | 17.81 | - | + ---------|---------|---------|---------| + 60.69 | 28.28 | 17.24 | - | + ---------|---------|---------|---------| + 60.69 | 31.06 | 23.44 | - | + ---------|---------|---------|---------| + 60.69 | 31.06 | 22.87 | - | + ---------|---------|---------|---------| + 60.69 | 31.06 | 22.30 | - | + ---------|---------|---------|---------| + 60.69 | 31.06 | 21.73 | - | + ---------|---------|---------|---------| + 60.69 | 31.06 | 21.16 | - | + ---------|---------|---------|---------| + 60.69 | 31.06 | 20.59 | - | + ---------|---------|---------|---------| + 60.69 | 31.06 | 20.02 | - | + ---------|---------|---------|---------| + 60.69 | 33.84 | 26.22 | - | + ---------|---------|---------|---------| + 60.69 | 33.84 | 25.65 | - | + ---------|---------|---------|---------| + 60.69 | 33.84 | 25.08 | - | + ---------|---------|---------|---------| + 60.69 | 33.84 | 24.51 | - | + ---------|---------|---------|---------| + 60.69 | 33.84 | 23.94 | - | + ---------|---------|---------|---------| + 60.69 | 33.84 | 23.36 | - | + ---------|---------|---------|---------| + 60.69 | 33.84 | 22.79 | - | + ---------|---------|---------|---------| + 60.69 | 36.62 | 29.00 | - | + ---------|---------|---------|---------| + 60.69 | 36.62 | 28.43 | - | + ---------|---------|---------|---------| + 60.69 | 36.62 | 27.86 | - | + ---------|---------|---------|---------| + 60.69 | 36.62 | 27.28 | - | + ---------|---------|---------|---------| + 60.69 | 36.62 | 26.71 | - | + ---------|---------|---------|---------| + 60.69 | 36.62 | 26.14 | - | + ---------|---------|---------|---------| + 60.69 | 36.62 | 25.57 | - | + ---------|---------|---------|---------| + 31.52 | 21.34 | 14.86 | - | + ---------|---------|---------|---------| + 31.52 | 21.34 | 14.29 | - | + ---------|---------|---------|---------| + 31.52 | 21.34 | 13.72 | - | + ---------|---------|---------|---------| + 31.52 | 21.34 | 13.15 | - | + ---------|---------|---------|---------| + 31.52 | 21.34 | 12.58 | - | + ---------|---------|---------|---------| + 31.52 | 21.34 | 12.01 | - | + ---------|---------|---------|---------| + 31.52 | 21.34 | 11.44 | - | + ---------|---------|---------|---------| + 31.52 | 24.12 | 17.64 | - | + ---------|---------|---------|---------| + 31.52 | 24.12 | 17.07 | - | + ---------|---------|---------|---------| + 31.52 | 24.12 | 16.50 | - | + ---------|---------|---------|---------| + 31.52 | 24.12 | 15.93 | - | + ---------|---------|---------|---------| + 31.52 | 24.12 | 15.36 | - | + ---------|---------|---------|---------| + 31.52 | 24.12 | 14.78 | - | + ---------|---------|---------|---------| + 31.52 | 24.12 | 14.21 | - | + ---------|---------|---------|---------| + 31.52 | 26.89 | 20.42 | - | + ---------|---------|---------|---------| + 31.52 | 26.89 | 19.85 | - | + ---------|---------|---------|---------| + 31.52 | 26.89 | 19.27 | - | + ---------|---------|---------|---------| + 31.52 | 26.89 | 18.70 | - | + ---------|---------|---------|---------| + 31.52 | 26.89 | 18.13 | - | + ---------|---------|---------|---------| + 31.52 | 26.89 | 17.56 | - | + ---------|---------|---------|---------| + 31.52 | 26.89 | 16.99 | - | + ---------|---------|---------|---------| + 31.52 | 29.67 | 23.19 | - | + ---------|---------|---------|---------| + 31.52 | 29.67 | 22.62 | - | + ---------|---------|---------|---------| + 31.52 | 29.67 | 22.05 | - | + ---------|---------|---------|---------| + 31.52 | 29.67 | 21.48 | - | + ---------|---------|---------|---------| + 31.52 | 29.67 | 20.91 | - | + ---------|---------|---------|---------| + 31.52 | 29.67 | 20.34 | - | + ---------|---------|---------|---------| + 31.52 | 29.67 | 19.77 | - | + ---------|---------|---------|---------| + 31.52 | 32.45 | 25.97 | - | + ---------|---------|---------|---------| + 31.52 | 32.45 | 25.40 | - | + ---------|---------|---------|---------| + 31.52 | 32.45 | 24.83 | - | + ---------|---------|---------|---------| + 31.52 | 32.45 | 24.26 | - | + ---------|---------|---------|---------| + 31.52 | 32.45 | 23.69 | - | + ---------|---------|---------|---------| + 31.52 | 32.45 | 23.12 | - | + ---------|---------|---------|---------| + 31.52 | 32.45 | 22.55 | - | + ---------|---------|---------|---------| + 31.52 | 35.23 | 28.75 | - | + ---------|---------|---------|---------| + 31.52 | 35.23 | 28.18 | - | + ---------|---------|---------|---------| + 31.52 | 35.23 | 27.61 | - | + ---------|---------|---------|---------| + 31.52 | 35.23 | 27.04 | - | + ---------|---------|---------|---------| + 31.52 | 35.23 | 26.47 | - | + ---------|---------|---------|---------| + 31.52 | 35.23 | 25.90 | - | + ---------|---------|---------|---------| + 31.52 | 35.23 | 25.32 | - | + ---------|---------|---------|---------| + 31.52 | 38.00 | 31.53 | - | + ---------|---------|---------|---------| + 31.52 | 38.00 | 30.96 | - | + ---------|---------|---------|---------| + 31.52 | 38.00 | 30.39 | - | + ---------|---------|---------|---------| + 31.52 | 38.00 | 29.81 | - | + ---------|---------|---------|---------| + 31.52 | 38.00 | 29.24 | - | + ---------|---------|---------|---------| + 31.52 | 38.00 | 28.67 | - | + ---------|---------|---------|---------| + 31.52 | 38.00 | 28.10 | - | + ---------|---------|---------|---------| + 31.52 | 40.78 | 34.31 | - | + ---------|---------|---------|---------| + 31.52 | 40.78 | 33.73 | - | + ---------|---------|---------|---------| + 31.52 | 40.78 | 33.16 | - | + ---------|---------|---------|---------| + 31.52 | 40.78 | 32.59 | - | + ---------|---------|---------|---------| + 31.52 | 40.78 | 32.02 | - | + ---------|---------|---------|---------| + 31.52 | 40.78 | 31.45 | - | + ---------|---------|---------|---------| + 31.52 | 40.78 | 30.88 | - | + ---------|---------|---------|---------| + 31.52 | 43.56 | 37.08 | - | + ---------|---------|---------|---------| + 31.52 | 43.56 | 36.51 | - | + ---------|---------|---------|---------| + 31.52 | 43.56 | 35.94 | - | + ---------|---------|---------|---------| + 31.52 | 43.56 | 35.37 | - | + ---------|---------|---------|---------| + 31.52 | 43.56 | 34.80 | - | + ---------|---------|---------|---------| + 31.52 | 43.56 | 34.23 | - | + ---------|---------|---------|---------| + 31.52 | 43.56 | 33.66 | - | + ---------|---------|---------|---------| + 31.52 | 46.34 | 39.86 | - | + ---------|---------|---------|---------| + 31.52 | 46.34 | 39.29 | - | + ---------|---------|---------|---------| + 31.52 | 46.34 | 38.72 | - | + ---------|---------|---------|---------| + 31.52 | 46.34 | 38.15 | - | + ---------|---------|---------|---------| + 31.52 | 46.34 | 37.58 | - | + ---------|---------|---------|---------| + 31.52 | 46.34 | 37.01 | - | + ---------|---------|---------|---------| + 31.52 | 46.34 | 36.44 | - | + ---------|---------|---------|---------| + 34.30 | 21.34 | 14.86 | 16.70 | + 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---------|---------|---------|---------| + 42.63 | 46.34 | 38.72 | 4.18 | + ---------|---------|---------|---------| + 42.63 | 46.34 | 38.15 | 3.86 | + ---------|---------|---------|---------| + 42.63 | 46.34 | 37.58 | 3.69 | + ---------|---------|---------|---------| + 42.63 | 46.34 | 37.01 | 3.74 | + ---------|---------|---------|---------| + 42.63 | 46.34 | 36.44 | - | + ---------|---------|---------|---------| + 45.41 | 21.34 | 14.86 | 12.13 | + ---------|---------|---------|---------| + 45.41 | 21.34 | 14.29 | 11.96 | + ---------|---------|---------|---------| + 45.41 | 21.34 | 13.72 | 11.79 | + ---------|---------|---------|---------| + 45.41 | 21.34 | 13.15 | 11.60 | + ---------|---------|---------|---------| + 45.41 | 21.34 | 12.58 | - | + ---------|---------|---------|---------| + 45.41 | 21.34 | 12.01 | - | + ---------|---------|---------|---------| + 45.41 | 21.34 | 11.44 | - | + ---------|---------|---------|---------| + 45.41 | 24.12 | 17.64 | 12.29 | + ---------|---------|---------|---------| + 45.41 | 24.12 | 17.07 | 12.12 | + ---------|---------|---------|---------| + 45.41 | 24.12 | 16.50 | 11.95 | + ---------|---------|---------|---------| + 45.41 | 24.12 | 15.93 | 11.77 | + ---------|---------|---------|---------| + 45.41 | 24.12 | 15.36 | - | + ---------|---------|---------|---------| + 45.41 | 24.12 | 14.78 | - | + ---------|---------|---------|---------| + 45.41 | 24.12 | 14.21 | - | + ---------|---------|---------|---------| + 45.41 | 26.89 | 20.42 | 12.46 | + ---------|---------|---------|---------| + 45.41 | 26.89 | 19.85 | 12.28 | + ---------|---------|---------|---------| + 45.41 | 26.89 | 19.27 | 12.10 | + ---------|---------|---------|---------| + 45.41 | 26.89 | 18.70 | 11.93 | + ---------|---------|---------|---------| + 45.41 | 26.89 | 18.13 | 11.75 | + ---------|---------|---------|---------| + 45.41 | 26.89 | 17.56 | - | + ---------|---------|---------|---------| + 45.41 | 26.89 | 16.99 | - | + ---------|---------|---------|---------| + 45.41 | 29.67 | 23.19 | 2.63 | + ---------|---------|---------|---------| + 45.41 | 29.67 | 22.62 | 12.44 | + ---------|---------|---------|---------| + 45.41 | 29.67 | 22.05 | 12.26 | + ---------|---------|---------|---------| + 45.41 | 29.67 | 21.48 | 12.08 | + ---------|---------|---------|---------| + 45.41 | 29.67 | 20.91 | 11.91 | + ---------|---------|---------|---------| + 45.41 | 29.67 | 20.34 | - | + ---------|---------|---------|---------| + 45.41 | 29.67 | 19.77 | - | + ---------|---------|---------|---------| + 45.41 | 32.45 | 25.97 | 2.80 | + ---------|---------|---------|---------| + 45.41 | 32.45 | 25.40 | 2.60 | + ---------|---------|---------|---------| + 45.41 | 32.45 | 24.83 | 12.41 | + ---------|---------|---------|---------| + 45.41 | 32.45 | 24.26 | 12.23 | + ---------|---------|---------|---------| + 45.41 | 32.45 | 23.69 | 12.06 | + ---------|---------|---------|---------| + 45.41 | 32.45 | 23.12 | - | + ---------|---------|---------|---------| + 45.41 | 32.45 | 22.55 | - | + ---------|---------|---------|---------| + 45.41 | 35.23 | 28.75 | 2.98 | + ---------|---------|---------|---------| + 45.41 | 35.23 | 28.18 | 2.76 | + ---------|---------|---------|---------| + 45.41 | 35.23 | 27.61 | 2.56 | + ---------|---------|---------|---------| + 45.41 | 35.23 | 27.04 | 12.37 | + ---------|---------|---------|---------| + 45.41 | 35.23 | 26.47 | 12.20 | + ---------|---------|---------|---------| + 45.41 | 35.23 | 25.90 | - | + ---------|---------|---------|---------| + 45.41 | 35.23 | 25.32 | - | + ---------|---------|---------|---------| + 45.41 | 38.00 | 31.53 | 3.18 | + ---------|---------|---------|---------| + 45.41 | 38.00 | 30.96 | 2.93 | + ---------|---------|---------|---------| + 45.41 | 38.00 | 30.39 | 2.71 | + ---------|---------|---------|---------| + 45.41 | 38.00 | 29.81 | 2.52 | + ---------|---------|---------|---------| + 45.41 | 38.00 | 29.24 | 12.35 | + ---------|---------|---------|---------| + 45.41 | 38.00 | 28.67 | - | + ---------|---------|---------|---------| + 45.41 | 38.00 | 28.10 | - | + ---------|---------|---------|---------| + 45.41 | 40.78 | 34.31 | 3.38 | + ---------|---------|---------|---------| + 45.41 | 40.78 | 33.73 | 3.10 | + ---------|---------|---------|---------| + 45.41 | 40.78 | 33.16 | 2.86 | + ---------|---------|---------|---------| + 45.41 | 40.78 | 32.59 | 2.65 | + ---------|---------|---------|---------| + 45.41 | 40.78 | 32.02 | 12.48 | + ---------|---------|---------|---------| + 45.41 | 40.78 | 31.45 | 12.47 | + ---------|---------|---------|---------| + 45.41 | 40.78 | 30.88 | - | + ---------|---------|---------|---------| + 45.41 | 43.56 | 37.08 | 3.60 | + ---------|---------|---------|---------| + 45.41 | 43.56 | 36.51 | 3.29 | + ---------|---------|---------|---------| + 45.41 | 43.56 | 35.94 | 3.02 | + ---------|---------|---------|---------| + 45.41 | 43.56 | 35.37 | 2.80 | + ---------|---------|---------|---------| + 45.41 | 43.56 | 34.80 | 12.62 | + ---------|---------|---------|---------| + 45.41 | 43.56 | 34.23 | 12.61 | + ---------|---------|---------|---------| + 45.41 | 43.56 | 33.66 | - | + ---------|---------|---------|---------| + 45.41 | 46.34 | 39.86 | 3.82 | + ---------|---------|---------|---------| + 45.41 | 46.34 | 39.29 | 3.47 | + ---------|---------|---------|---------| + 45.41 | 46.34 | 38.72 | 3.18 | + ---------|---------|---------|---------| + 45.41 | 46.34 | 38.15 | 2.94 | + ---------|---------|---------|---------| + 45.41 | 46.34 | 37.58 | 2.75 | + ---------|---------|---------|---------| + 45.41 | 46.34 | 37.01 | 12.75 | + ---------|---------|---------|---------| + 45.41 | 46.34 | 36.44 | - | + ---------|---------|---------|---------| + 48.19 | 21.34 | 14.86 | 12.10 | + ---------|---------|---------|---------| + 48.19 | 21.34 | 14.29 | 12.04 | + ---------|---------|---------|---------| + 48.19 | 21.34 | 13.72 | - | + ---------|---------|---------|---------| + 48.19 | 21.34 | 13.15 | - | + ---------|---------|---------|---------| + 48.19 | 21.34 | 12.58 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=41.74 till 45.39 taken. + ---------|---------|---------|---------| + 48.19 | 21.34 | 12.01 | - | + ---------|---------|---------|---------| + 48.19 | 21.34 | 11.44 | - | + ---------|---------|---------|---------| + 48.19 | 24.12 | 17.64 | 12.18 | + ---------|---------|---------|---------| + 48.19 | 24.12 | 17.07 | 12.02 | + ---------|---------|---------|---------| + 48.19 | 24.12 | 16.50 | 11.90 | + ---------|---------|---------|---------| + 48.19 | 24.12 | 15.93 | - | + ---------|---------|---------|---------| + 48.19 | 24.12 | 15.36 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=39.56 till 45.65 taken. + ---------|---------|---------|---------| + 48.19 | 24.12 | 14.78 | - | + ---------|---------|---------|---------| + 48.19 | 24.12 | 14.21 | - | + ---------|---------|---------|---------| + 48.19 | 26.89 | 20.42 | 12.28 | + ---------|---------|---------|---------| + 48.19 | 26.89 | 19.85 | 12.12 | + ---------|---------|---------|---------| + 48.19 | 26.89 | 19.27 | 11.94 | + ---------|---------|---------|---------| + 48.19 | 26.89 | 18.70 | - | + ---------|---------|---------|---------| + 48.19 | 26.89 | 18.13 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=38.65 till 45.78 taken. + ---------|---------|---------|---------| + 48.19 | 26.89 | 17.56 | - | + ---------|---------|---------|---------| + 48.19 | 26.89 | 16.99 | - | + ---------|---------|---------|---------| + 48.19 | 29.67 | 23.19 | 12.40 | + ---------|---------|---------|---------| + 48.19 | 29.67 | 22.62 | 12.22 | + ---------|---------|---------|---------| + 48.19 | 29.67 | 22.05 | 12.04 | + ---------|---------|---------|---------| + 48.19 | 29.67 | 21.48 | - | + ---------|---------|---------|---------| + 48.19 | 29.67 | 20.91 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=37.82 till 45.85 taken. + ---------|---------|---------|---------| + 48.19 | 29.67 | 20.34 | - | + ---------|---------|---------|---------| + 48.19 | 29.67 | 19.77 | - | + ---------|---------|---------|---------| + 48.19 | 32.45 | 25.97 | 12.52 | + ---------|---------|---------|---------| + 48.19 | 32.45 | 25.40 | 12.34 | + ---------|---------|---------|---------| + 48.19 | 32.45 | 24.83 | 12.15 | + ---------|---------|---------|---------| + 48.19 | 32.45 | 24.26 | 11.94 | + ---------|---------|---------|---------| + 48.19 | 32.45 | 23.69 | - | + ---------|---------|---------|---------| + 48.19 | 32.45 | 23.12 | - | + ---------|---------|---------|---------| + 48.19 | 32.45 | 22.55 | - | + ---------|---------|---------|---------| + 48.19 | 35.23 | 28.75 | 12.64 | + ---------|---------|---------|---------| + 48.19 | 35.23 | 28.18 | 12.45 | + ---------|---------|---------|---------| + 48.19 | 35.23 | 27.61 | 12.26 | + ---------|---------|---------|---------| + 48.19 | 35.23 | 27.04 | 12.05 | + ---------|---------|---------|---------| + 48.19 | 35.23 | 26.47 | - | + ---------|---------|---------|---------| + 48.19 | 35.23 | 25.90 | - | + ---------|---------|---------|---------| + 48.19 | 35.23 | 25.32 | - | + ---------|---------|---------|---------| + 48.19 | 38.00 | 31.53 | 2.77 | + ---------|---------|---------|---------| + 48.19 | 38.00 | 30.96 | 12.57 | + ---------|---------|---------|---------| + 48.19 | 38.00 | 30.39 | 12.37 | + ---------|---------|---------|---------| + 48.19 | 38.00 | 29.81 | 12.16 | + ---------|---------|---------|---------| + 48.19 | 38.00 | 29.24 | - | + ---------|---------|---------|---------| + 48.19 | 38.00 | 28.67 | - | + ---------|---------|---------|---------| + 48.19 | 38.00 | 28.10 | - | + ---------|---------|---------|---------| + 48.19 | 40.78 | 34.31 | 2.91 | + ---------|---------|---------|---------| + 48.19 | 40.78 | 33.73 | 2.69 | + ---------|---------|---------|---------| + 48.19 | 40.78 | 33.16 | 12.48 | + ---------|---------|---------|---------| + 48.19 | 40.78 | 32.59 | 12.27 | + ---------|---------|---------|---------| + 48.19 | 40.78 | 32.02 | - | + ---------|---------|---------|---------| + 48.19 | 40.78 | 31.45 | - | + ---------|---------|---------|---------| + 48.19 | 40.78 | 30.88 | - | + ---------|---------|---------|---------| + 48.19 | 43.56 | 37.08 | 3.05 | + ---------|---------|---------|---------| + 48.19 | 43.56 | 36.51 | 2.82 | + ---------|---------|---------|---------| + 48.19 | 43.56 | 35.94 | 12.60 | + ---------|---------|---------|---------| + 48.19 | 43.56 | 35.37 | 12.38 | + ---------|---------|---------|---------| + 48.19 | 43.56 | 34.80 | 12.15 | + ---------|---------|---------|---------| + 48.19 | 43.56 | 34.23 | - | + ---------|---------|---------|---------| + 48.19 | 43.56 | 33.66 | - | + ---------|---------|---------|---------| + 48.19 | 46.34 | 39.86 | 3.19 | + ---------|---------|---------|---------| + 48.19 | 46.34 | 39.29 | 2.95 | + ---------|---------|---------|---------| + 48.19 | 46.34 | 38.72 | 2.71 | + ---------|---------|---------|---------| + 48.19 | 46.34 | 38.15 | 12.48 | + ---------|---------|---------|---------| + 48.19 | 46.34 | 37.58 | 12.26 | + ---------|---------|---------|---------| + 48.19 | 46.34 | 37.01 | - | + ---------|---------|---------|---------| + 48.19 | 46.34 | 36.44 | - | + ---------|---------|---------|---------| + 50.96 | 21.34 | 14.86 | 14.31 | + ---------|---------|---------|---------| + 50.96 | 21.34 | 14.29 | 15.91 | + ---------|---------|---------|---------| + 50.96 | 21.34 | 13.72 | - | + ---------|---------|---------|---------| + 50.96 | 21.34 | 13.15 | - | + ---------|---------|---------|---------| + 50.96 | 21.34 | 12.58 | - | + ---------|---------|---------|---------| + 50.96 | 21.34 | 12.01 | - | + ---------|---------|---------|---------| + 50.96 | 21.34 | 11.44 | - | + ---------|---------|---------|---------| + 50.96 | 24.12 | 17.64 | 13.04 | + ---------|---------|---------|---------| + 50.96 | 24.12 | 17.07 | 13.96 | + ---------|---------|---------|---------| + 50.96 | 24.12 | 16.50 | - | + ---------|---------|---------|---------| + 50.96 | 24.12 | 15.93 | - | + ---------|---------|---------|---------| + 50.96 | 24.12 | 15.36 | - | + ---------|---------|---------|---------| + 50.96 | 24.12 | 14.78 | - | + ---------|---------|---------|---------| + 50.96 | 24.12 | 14.21 | - | + ---------|---------|---------|---------| + 50.96 | 26.89 | 20.42 | 12.62 | + ---------|---------|---------|---------| + 50.96 | 26.89 | 19.85 | 12.81 | + ---------|---------|---------|---------| + 50.96 | 26.89 | 19.27 | - | + ---------|---------|---------|---------| + 50.96 | 26.89 | 18.70 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=42.32 till 45.76 taken. + ---------|---------|---------|---------| + 50.96 | 26.89 | 18.13 | - | + ---------|---------|---------|---------| + 50.96 | 26.89 | 17.56 | - | + ---------|---------|---------|---------| + 50.96 | 26.89 | 16.99 | - | + ---------|---------|---------|---------| + 50.96 | 29.67 | 23.19 | 12.54 | + ---------|---------|---------|---------| + 50.96 | 29.67 | 22.62 | 12.50 | + ---------|---------|---------|---------| + 50.96 | 29.67 | 22.05 | - | + ---------|---------|---------|---------| + 50.96 | 29.67 | 21.48 | - | + ---------|---------|---------|---------| + 50.96 | 29.67 | 20.91 | - | + ---------|---------|---------|---------| + 50.96 | 29.67 | 20.34 | - | + ---------|---------|---------|---------| + 50.96 | 29.67 | 19.77 | - | + ---------|---------|---------|---------| + 50.96 | 32.45 | 25.97 | 12.57 | + ---------|---------|---------|---------| + 50.96 | 32.45 | 25.40 | 12.44 | + ---------|---------|---------|---------| + 50.96 | 32.45 | 24.83 | - | + ---------|---------|---------|---------| + 50.96 | 32.45 | 24.26 | - | + ---------|---------|---------|---------| + 50.96 | 32.45 | 23.69 | - | + ---------|---------|---------|---------| + 50.96 | 32.45 | 23.12 | - | + ---------|---------|---------|---------| + 50.96 | 32.45 | 22.55 | - | + ---------|---------|---------|---------| + 50.96 | 35.23 | 28.75 | 12.63 | + ---------|---------|---------|---------| + 50.96 | 35.23 | 28.18 | 12.48 | + ---------|---------|---------|---------| + 50.96 | 35.23 | 27.61 | - | + ---------|---------|---------|---------| + 50.96 | 35.23 | 27.04 | - | + ---------|---------|---------|---------| + 50.96 | 35.23 | 26.47 | - | + ---------|---------|---------|---------| + 50.96 | 35.23 | 25.90 | - | + ---------|---------|---------|---------| + 50.96 | 35.23 | 25.32 | - | + ---------|---------|---------|---------| + 50.96 | 38.00 | 31.53 | 12.70 | + ---------|---------|---------|---------| + 50.96 | 38.00 | 30.96 | 12.53 | + ---------|---------|---------|---------| + 50.96 | 38.00 | 30.39 | 12.36 | + ---------|---------|---------|---------| + 50.96 | 38.00 | 29.81 | - | + ---------|---------|---------|---------| + 50.96 | 38.00 | 29.24 | - | + ---------|---------|---------|---------| + 50.96 | 38.00 | 28.67 | - | + ---------|---------|---------|---------| + 50.96 | 38.00 | 28.10 | - | + ---------|---------|---------|---------| + 50.96 | 40.78 | 34.31 | 12.78 | + ---------|---------|---------|---------| + 50.96 | 40.78 | 33.73 | 12.60 | + ---------|---------|---------|---------| + 50.96 | 40.78 | 33.16 | 12.42 | + ---------|---------|---------|---------| + 50.96 | 40.78 | 32.59 | - | + ---------|---------|---------|---------| + 50.96 | 40.78 | 32.02 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=38.00 till 44.57 taken. + ---------|---------|---------|---------| + 50.96 | 40.78 | 31.45 | - | + ---------|---------|---------|---------| + 50.96 | 40.78 | 30.88 | - | + ---------|---------|---------|---------| + 50.96 | 43.56 | 37.08 | 12.87 | + ---------|---------|---------|---------| + 50.96 | 43.56 | 36.51 | 12.68 | + ---------|---------|---------|---------| + 50.96 | 43.56 | 35.94 | 12.48 | + ---------|---------|---------|---------| + 50.96 | 43.56 | 35.37 | - | + ---------|---------|---------|---------| + 50.96 | 43.56 | 34.80 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=37.35 till 44.81 taken. + ---------|---------|---------|---------| + 50.96 | 43.56 | 34.23 | - | + ---------|---------|---------|---------| + 50.96 | 43.56 | 33.66 | - | + ---------|---------|---------|---------| + 50.96 | 46.34 | 39.86 | 2.96 | + ---------|---------|---------|---------| + 50.96 | 46.34 | 39.29 | 12.76 | + ---------|---------|---------|---------| + 50.96 | 46.34 | 38.72 | 12.55 | + ---------|---------|---------|---------| + 50.96 | 46.34 | 38.15 | - | + ---------|---------|---------|---------| + 50.96 | 46.34 | 37.58 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=36.72 till 44.98 taken. + ---------|---------|---------|---------| + 50.96 | 46.34 | 37.01 | - | + ---------|---------|---------|---------| + 50.96 | 46.34 | 36.44 | - | + ---------|---------|---------|---------| + 53.74 | 21.34 | 14.86 | 33.16 | + ---------|---------|---------|---------| + 53.74 | 21.34 | 14.29 | 34.92 | + ---------|---------|---------|---------| + 53.74 | 21.34 | 13.72 | - | + ---------|---------|---------|---------| + 53.74 | 21.34 | 13.15 | - | + ---------|---------|---------|---------| + 53.74 | 21.34 | 12.58 | - | + ---------|---------|---------|---------| + 53.74 | 21.34 | 12.01 | - | + ---------|---------|---------|---------| + 53.74 | 21.34 | 11.44 | - | + ---------|---------|---------|---------| + 53.74 | 24.12 | 17.64 | 23.94 | + ---------|---------|---------|---------| + 53.74 | 24.12 | 17.07 | 34.52 | + ---------|---------|---------|---------| + 53.74 | 24.12 | 16.50 | - | + ---------|---------|---------|---------| + 53.74 | 24.12 | 15.93 | - | + ---------|---------|---------|---------| + 53.74 | 24.12 | 15.36 | - | + ---------|---------|---------|---------| + 53.74 | 24.12 | 14.78 | - | + ---------|---------|---------|---------| + 53.74 | 24.12 | 14.21 | - | + ---------|---------|---------|---------| + 53.74 | 26.89 | 20.42 | 18.28 | + ---------|---------|---------|---------| + 53.74 | 26.89 | 19.85 | 28.59 | + ---------|---------|---------|---------| + 53.74 | 26.89 | 19.27 | - | + ---------|---------|---------|---------| + 53.74 | 26.89 | 18.70 | - | + ---------|---------|---------|---------| + 53.74 | 26.89 | 18.13 | - | + ---------|---------|---------|---------| + 53.74 | 26.89 | 17.56 | - | + ---------|---------|---------|---------| + 53.74 | 26.89 | 16.99 | - | + ---------|---------|---------|---------| + 53.74 | 29.67 | 23.19 | 15.36 | + ---------|---------|---------|---------| + 53.74 | 29.67 | 22.62 | 19.95 | + ---------|---------|---------|---------| + 53.74 | 29.67 | 22.05 | - | + ---------|---------|---------|---------| + 53.74 | 29.67 | 21.48 | - | + ---------|---------|---------|---------| + 53.74 | 29.67 | 20.91 | - | + ---------|---------|---------|---------| + 53.74 | 29.67 | 20.34 | - | + ---------|---------|---------|---------| + 53.74 | 29.67 | 19.77 | - | + ---------|---------|---------|---------| + 53.74 | 32.45 | 25.97 | 13.78 | + ---------|---------|---------|---------| + 53.74 | 32.45 | 25.40 | 16.04 | + ---------|---------|---------|---------| + 53.74 | 32.45 | 24.83 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=43.42 till 45.62 taken. + ---------|---------|---------|---------| + 53.74 | 32.45 | 24.26 | - | + ---------|---------|---------|---------| + 53.74 | 32.45 | 23.69 | - | + ---------|---------|---------|---------| + 53.74 | 32.45 | 23.12 | - | + ---------|---------|---------|---------| + 53.74 | 32.45 | 22.55 | - | + ---------|---------|---------|---------| + 53.74 | 35.23 | 28.75 | 13.25 | + ---------|---------|---------|---------| + 53.74 | 35.23 | 28.18 | 13.92 | + ---------|---------|---------|---------| + 53.74 | 35.23 | 27.61 | - | + ---------|---------|---------|---------| + 53.74 | 35.23 | 27.04 | - | + ---------|---------|---------|---------| + 53.74 | 35.23 | 26.47 | - | + ---------|---------|---------|---------| + 53.74 | 35.23 | 25.90 | - | + ---------|---------|---------|---------| + 53.74 | 35.23 | 25.32 | - | + ---------|---------|---------|---------| + 53.74 | 38.00 | 31.53 | 13.08 | + ---------|---------|---------|---------| + 53.74 | 38.00 | 30.96 | 13.27 | + ---------|---------|---------|---------| + 53.74 | 38.00 | 30.39 | - | + ---------|---------|---------|---------| + 53.74 | 38.00 | 29.81 | - | + ---------|---------|---------|---------| + 53.74 | 38.00 | 29.24 | - | + ---------|---------|---------|---------| + 53.74 | 38.00 | 28.67 | - | + ---------|---------|---------|---------| + 53.74 | 38.00 | 28.10 | - | + ---------|---------|---------|---------| + 53.74 | 40.78 | 34.31 | 13.04 | + ---------|---------|---------|---------| + 53.74 | 40.78 | 33.73 | 13.02 | + ---------|---------|---------|---------| + 53.74 | 40.78 | 33.16 | - | + ---------|---------|---------|---------| + 53.74 | 40.78 | 32.59 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=39.88 till 43.40 taken. + ---------|---------|---------|---------| + 53.74 | 40.78 | 32.02 | - | + ---------|---------|---------|---------| + 53.74 | 40.78 | 31.45 | - | + ---------|---------|---------|---------| + 53.74 | 40.78 | 30.88 | - | + ---------|---------|---------|---------| + 53.74 | 43.56 | 37.08 | 13.04 | + ---------|---------|---------|---------| + 53.74 | 43.56 | 36.51 | 12.96 | + ---------|---------|---------|---------| + 53.74 | 43.56 | 35.94 | - | + ---------|---------|---------|---------| + 53.74 | 43.56 | 35.37 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=38.90 till 44.61 taken. + ---------|---------|---------|---------| + 53.74 | 43.56 | 34.80 | - | + ---------|---------|---------|---------| + 53.74 | 43.56 | 34.23 | - | + ---------|---------|---------|---------| + 53.74 | 43.56 | 33.66 | - | + ---------|---------|---------|---------| + 53.74 | 46.34 | 39.86 | 13.06 | + ---------|---------|---------|---------| + 53.74 | 46.34 | 39.29 | 12.95 | + ---------|---------|---------|---------| + 53.74 | 46.34 | 38.72 | - | + ---------|---------|---------|---------| + 53.74 | 46.34 | 38.15 | - | Circle cuts surface > 2 times => + " | " | " | " | Piece X=38.22 till 45.17 taken. + ---------|---------|---------|---------| + 53.74 | 46.34 | 37.58 | - | + ---------|---------|---------|---------| + 53.74 | 46.34 | 37.01 | - | + ---------|---------|---------|---------| + 53.74 | 46.34 | 36.44 | - | + ---------|---------|---------|---------| + 56.52 | 21.34 | 14.86 | 34.03 | + ---------|---------|---------|---------| + 56.52 | 21.34 | 14.29 | 35.05 | + ---------|---------|---------|---------| + 56.52 | 21.34 | 13.72 | - | + ---------|---------|---------|---------| + 56.52 | 21.34 | 13.15 | - | + ---------|---------|---------|---------| + 56.52 | 21.34 | 12.58 | - | + ---------|---------|---------|---------| + 56.52 | 21.34 | 12.01 | - | + ---------|---------|---------|---------| + 56.52 | 21.34 | 11.44 | - | + ---------|---------|---------|---------| + 56.52 | 24.12 | 17.64 | 33.57 | + ---------|---------|---------|---------| + 56.52 | 24.12 | 17.07 | 34.67 | + ---------|---------|---------|---------| + 56.52 | 24.12 | 16.50 | - | + ---------|---------|---------|---------| + 56.52 | 24.12 | 15.93 | - | + ---------|---------|---------|---------| + 56.52 | 24.12 | 15.36 | - | + ---------|---------|---------|---------| + 56.52 | 24.12 | 14.78 | - | + ---------|---------|---------|---------| + 56.52 | 24.12 | 14.21 | - | + ---------|---------|---------|---------| + 56.52 | 26.89 | 20.42 | 33.23 | + ---------|---------|---------|---------| + 56.52 | 26.89 | 19.85 | 34.40 | + ---------|---------|---------|---------| + 56.52 | 26.89 | 19.27 | - | + ---------|---------|---------|---------| + 56.52 | 26.89 | 18.70 | - | + ---------|---------|---------|---------| + 56.52 | 26.89 | 18.13 | - | + ---------|---------|---------|---------| + 56.52 | 26.89 | 17.56 | - | + ---------|---------|---------|---------| + 56.52 | 26.89 | 16.99 | - | + ---------|---------|---------|---------| + 56.52 | 29.67 | 23.19 | 32.99 | + ---------|---------|---------|---------| + 56.52 | 29.67 | 22.62 | 34.20 | + ---------|---------|---------|---------| + 56.52 | 29.67 | 22.05 | - | + ---------|---------|---------|---------| + 56.52 | 29.67 | 21.48 | - | + ---------|---------|---------|---------| + 56.52 | 29.67 | 20.91 | - | + ---------|---------|---------|---------| + 56.52 | 29.67 | 20.34 | - | + ---------|---------|---------|---------| + 56.52 | 29.67 | 19.77 | - | + ---------|---------|---------|---------| + 56.52 | 32.45 | 25.97 | 31.46 | + ---------|---------|---------|---------| + 56.52 | 32.45 | 25.40 | 34.04 | + ---------|---------|---------|---------| + 56.52 | 32.45 | 24.83 | - | + ---------|---------|---------|---------| + 56.52 | 32.45 | 24.26 | - | + ---------|---------|---------|---------| + 56.52 | 32.45 | 23.69 | - | + ---------|---------|---------|---------| + 56.52 | 32.45 | 23.12 | - | + ---------|---------|---------|---------| + 56.52 | 32.45 | 22.55 | - | + ---------|---------|---------|---------| + 56.52 | 35.23 | 28.75 | 23.77 | + ---------|---------|---------|---------| + 56.52 | 35.23 | 28.18 | 33.92 | + ---------|---------|---------|---------| + 56.52 | 35.23 | 27.61 | - | + ---------|---------|---------|---------| + 56.52 | 35.23 | 27.04 | - | + ---------|---------|---------|---------| + 56.52 | 35.23 | 26.47 | - | + ---------|---------|---------|---------| + 56.52 | 35.23 | 25.90 | - | + ---------|---------|---------|---------| + 56.52 | 35.23 | 25.32 | - | + ---------|---------|---------|---------| + 56.52 | 38.00 | 31.53 | 18.69 | + ---------|---------|---------|---------| + 56.52 | 38.00 | 30.96 | 33.82 | + ---------|---------|---------|---------| + 56.52 | 38.00 | 30.39 | - | + ---------|---------|---------|---------| + 56.52 | 38.00 | 29.81 | - | + ---------|---------|---------|---------| + 56.52 | 38.00 | 29.24 | - | + ---------|---------|---------|---------| + 56.52 | 38.00 | 28.67 | - | + ---------|---------|---------|---------| + 56.52 | 38.00 | 28.10 | - | + ---------|---------|---------|---------| + 56.52 | 40.78 | 34.31 | 15.46 | + ---------|---------|---------|---------| + 56.52 | 40.78 | 33.73 | 25.01 | + ---------|---------|---------|---------| + 56.52 | 40.78 | 33.16 | - | + ---------|---------|---------|---------| + 56.52 | 40.78 | 32.59 | - | + ---------|---------|---------|---------| + 56.52 | 40.78 | 32.02 | - | + ---------|---------|---------|---------| + 56.52 | 40.78 | 31.45 | - | + ---------|---------|---------|---------| + 56.52 | 40.78 | 30.88 | - | + ---------|---------|---------|---------| + 56.52 | 43.56 | 37.08 | 14.35 | + ---------|---------|---------|---------| + 56.52 | 43.56 | 36.51 | 17.48 | + ---------|---------|---------|---------| + 56.52 | 43.56 | 35.94 | - | + ---------|---------|---------|---------| + 56.52 | 43.56 | 35.37 | - | + ---------|---------|---------|---------| + 56.52 | 43.56 | 34.80 | - | + ---------|---------|---------|---------| + 56.52 | 43.56 | 34.23 | - | + ---------|---------|---------|---------| + 56.52 | 43.56 | 33.66 | - | + ---------|---------|---------|---------| + 56.52 | 46.34 | 39.86 | 13.85 | + ---------|---------|---------|---------| + 56.52 | 46.34 | 39.29 | 15.04 | + ---------|---------|---------|---------| + 56.52 | 46.34 | 38.72 | - | + ---------|---------|---------|---------| + 56.52 | 46.34 | 38.15 | - | + ---------|---------|---------|---------| + 56.52 | 46.34 | 37.58 | - | + ---------|---------|---------|---------| + 56.52 | 46.34 | 37.01 | - | + ---------|---------|---------|---------| + 56.52 | 46.34 | 36.44 | - | + + Information on the critical circle : Fmin = 1.422 + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 44.02 [m] + Y co-ordinate center point : 17.17 [m] + Radius of critical circle : 8.41 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 495.83 [kNm/m] + Driving moment free water : 0.00 [kNm/m] + Driving moment external loads : 124.07 [kNm/m] + Iterated resisting moment : 704.83 [kNm/m] + Non-iterated resisting moment : 674.03 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 37.88 | 11.42 | 11.51 | 0.17 | -46.86 | -2.84 | 0.25 | 0.00 | + 2 | 38.01 | 11.29 | 11.50 | 0.08 | -45.61 | -2.84 | 0.11 | 1.28 | + 3 | 38.17 | 11.13 | 11.49 | 0.25 | -44.05 | -3.07 | 0.35 | 1.28 | + 4 | 38.42 | 10.90 | 11.48 | 0.25 | -41.73 | -3.07 | 0.33 | 1.28 | + 5 | 38.67 | 10.68 | 11.47 | 0.25 | -39.50 | -3.07 | 0.32 | 1.28 | + 6 | 38.92 | 10.49 | 11.45 | 0.25 | -37.34 | -3.07 | 0.31 | 1.28 | + 7 | 39.17 | 10.30 | 11.44 | 0.25 | -35.23 | -3.07 | 0.30 | 1.28 | + 8 | 39.42 | 10.13 | 11.43 | 0.25 | -33.18 | -3.07 | 0.30 | 1.28 | + 9 | 39.63 | 9.99 | 11.38 | 0.19 | -31.42 | -21.83 | 0.22 | 1.28 | + 10 | 39.86 | 9.86 | 11.29 | 0.26 | -29.63 | -21.83 | 0.30 | 1.28 | + 11 | 40.12 | 9.72 | 11.19 | 0.26 | -27.59 | -21.83 | 0.30 | 1.28 | + 12 | 40.39 | 9.59 | 11.08 | 0.26 | -25.58 | -21.83 | 0.29 | 1.28 | + 13 | 40.65 | 9.47 | 10.97 | 0.26 | -23.61 | -21.83 | 0.29 | 1.28 | + 14 | 40.91 | 9.36 | 10.87 | 0.26 | -21.66 | -21.83 | 0.28 | 1.28 | + 15 | 41.18 | 9.26 | 10.76 | 0.26 | -19.74 | -21.83 | 0.28 | 1.28 | + 16 | 41.44 | 9.17 | 10.66 | 0.26 | -17.85 | -21.83 | 0.28 | 1.28 | + 17 | 41.70 | 9.09 | 10.55 | 0.26 | -15.97 | -21.83 | 0.27 | 1.28 | + 18 | 41.97 | 9.02 | 10.45 | 0.26 | -14.11 | -21.83 | 0.27 | 1.28 | + 19 | 42.23 | 8.95 | 10.34 | 0.26 | -12.27 | -21.83 | 0.27 | 1.28 | + 20 | 42.49 | 8.90 | 10.24 | 0.26 | -10.44 | -21.83 | 0.27 | 1.28 | + 21 | 42.76 | 8.86 | 10.13 | 0.26 | -8.62 | -21.83 | 0.27 | 1.28 | + 22 | 43.02 | 8.82 | 10.03 | 0.26 | -6.81 | -21.83 | 0.27 | 1.28 | + 23 | 43.28 | 8.79 | 9.92 | 0.26 | -5.01 | -21.83 | 0.26 | 1.28 | + 24 | 43.52 | 8.78 | 9.83 | 0.20 | -3.42 | -21.83 | 0.20 | 1.28 | + 25 | 43.72 | 8.77 | 9.75 | 0.20 | -2.05 | -21.83 | 0.20 | 1.28 | + 26 | 43.92 | 8.76 | 9.67 | 0.20 | -0.68 | -21.83 | 0.20 | 1.28 | + 27 | 44.16 | 8.76 | 9.57 | 0.27 | 0.93 | -21.83 | 0.27 | 1.28 | + 28 | 44.42 | 8.77 | 9.46 | 0.26 | 2.75 | -21.83 | 0.26 | 2.00 | + 29 | 44.68 | 8.79 | 9.36 | 0.26 | 4.52 | -21.83 | 0.26 | 2.00 | + 30 | 44.94 | 8.81 | 9.26 | 0.26 | 6.29 | -21.83 | 0.26 | 2.00 | + 31 | 45.17 | 8.84 | 9.16 | 0.21 | 7.90 | -21.83 | 0.21 | 2.00 | + 32 | 45.38 | 8.87 | 9.08 | 0.21 | 9.32 | -21.83 | 0.21 | 2.00 | + 33 | 45.61 | 8.91 | 8.99 | 0.25 | 10.91 | -21.83 | 0.26 | 2.00 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 34.96 | 34.96 | 0.00 | -0.00 | -0.00 | 0.30 | 15.04 | 15.04 | + 2 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.33 | 17.38 | 17.38 | + 3 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 1.68 | 20.07 | 20.07 | + 4 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 2.69 | 24.10 | 24.10 | + 5 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 3.61 | 27.80 | 27.80 | + 6 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 4.45 | 31.20 | 31.20 | + 7 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.23 | 34.34 | 34.34 | + 8 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.95 | 37.22 | 37.22 | + 9 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 4.79 | 25.34 | 25.34 | + 10 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.78 | 25.76 | 25.76 | + 11 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.95 | 26.40 | 26.40 | + 12 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.06 | 26.81 | 26.81 | + 13 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.12 | 27.02 | 27.02 | + 14 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.12 | 27.03 | 27.03 | + 15 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.07 | 26.85 | 26.85 | + 16 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.98 | 26.49 | 26.49 | + 17 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.83 | 25.95 | 25.95 | + 18 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.65 | 25.23 | 25.23 | + 19 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.41 | 24.35 | 24.35 | + 20 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.14 | 23.31 | 23.31 | + 21 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.82 | 22.10 | 22.10 | + 22 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.46 | 20.74 | 20.74 | + 23 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.06 | 19.22 | 19.22 | + 24 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 3.57 | 17.76 | 17.76 | + 25 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 3.29 | 16.40 | 16.40 | + 26 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 3.00 | 14.95 | 14.95 | + 27 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 3.58 | 13.10 | 13.10 | + 28 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 2.87 | 11.08 | 11.08 | + 29 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 2.38 | 9.16 | 9.16 | + 30 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 1.84 | 7.10 | 7.10 | + 31 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 1.07 | 5.15 | 5.15 | + 32 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 0.69 | 3.32 | 3.32 | + 33 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 0.30 | 1.19 | 1.19 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 6.90 | N.A. | N.A. | 13.30 | 9.86 | + 2 | 0.00 | 0.00 | 0.00 | 6.85 | N.A. | N.A. | 13.30 | 12.45 | + 3 | 0.00 | 0.00 | 0.00 | 7.86 | N.A. | N.A. | 13.30 | 14.72 | + 4 | 0.00 | 0.00 | 0.00 | 9.41 | N.A. | N.A. | 13.30 | 18.19 | + 5 | 0.00 | 0.00 | 0.00 | 10.88 | N.A. | N.A. | 13.30 | 21.49 | + 6 | 0.00 | 0.00 | 0.00 | 12.28 | N.A. | N.A. | 13.30 | 24.61 | + 7 | 0.00 | 0.00 | 0.00 | 13.60 | N.A. | N.A. | 13.30 | 27.57 | + 8 | 0.00 | 0.00 | 0.00 | 14.86 | N.A. | N.A. | 13.30 | 30.38 | + 9 | 0.00 | 0.00 | 0.00 | 10.57 | N.A. | N.A. | 0.00 | 20.80 | + 10 | 0.00 | 0.00 | 0.00 | 10.85 | N.A. | N.A. | 0.00 | 21.42 | + 11 | 0.00 | 0.00 | 0.00 | 11.23 | N.A. | N.A. | 0.00 | 22.27 | + 12 | 0.00 | 0.00 | 0.00 | 11.53 | N.A. | N.A. | 0.00 | 22.93 | + 13 | 0.00 | 0.00 | 0.00 | 11.74 | N.A. | N.A. | 0.00 | 23.41 | + 14 | 0.00 | 0.00 | 0.00 | 11.88 | N.A. | N.A. | 0.00 | 23.71 | + 15 | 0.00 | 0.00 | 0.00 | 11.93 | N.A. | N.A. | 0.00 | 23.84 | + 16 | 0.00 | 0.00 | 0.00 | 11.91 | N.A. | N.A. | 0.00 | 23.79 | + 17 | 0.00 | 0.00 | 0.00 | 11.81 | N.A. | N.A. | 0.00 | 23.57 | + 18 | 0.00 | 0.00 | 0.00 | 11.64 | N.A. | N.A. | 0.00 | 23.17 | + 19 | 0.00 | 0.00 | 0.00 | 11.38 | N.A. | N.A. | 0.00 | 22.61 | + 20 | 0.00 | 0.00 | 0.00 | 11.06 | N.A. | N.A. | 0.00 | 21.87 | + 21 | 0.00 | 0.00 | 0.00 | 10.65 | N.A. | N.A. | 0.00 | 20.97 | + 22 | 0.00 | 0.00 | 0.00 | 10.17 | N.A. | N.A. | 0.00 | 19.89 | + 23 | 0.00 | 0.00 | 0.00 | 9.61 | N.A. | N.A. | 0.00 | 18.63 | + 24 | 0.00 | 0.00 | 0.00 | 9.05 | N.A. | N.A. | 0.00 | 17.38 | + 25 | 0.00 | 0.00 | 0.00 | 8.51 | N.A. | N.A. | 0.00 | 16.18 | + 26 | 0.00 | 0.00 | 0.00 | 7.93 | N.A. | N.A. | 0.00 | 14.88 | + 27 | 0.00 | 0.00 | 0.00 | 7.17 | N.A. | N.A. | 0.00 | 13.19 | + 28 | 0.00 | 0.00 | 0.00 | 5.89 | N.A. | N.A. | 0.00 | 11.28 | + 29 | 0.00 | 0.00 | 0.00 | 5.26 | N.A. | N.A. | 0.00 | 9.45 | + 30 | 0.00 | 0.00 | 0.00 | 4.57 | N.A. | N.A. | 0.00 | 7.46 | + 31 | 0.00 | 0.00 | 0.00 | 3.91 | N.A. | N.A. | 0.00 | 5.53 | + 32 | 0.00 | 0.00 | 0.00 | 3.27 | N.A. | N.A. | 0.00 | 3.69 | + 33 | 0.00 | 0.00 | 0.00 | 2.53 | N.A. | N.A. | 0.00 | 1.53 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 15.04 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 17.38 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 20.07 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 24.10 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 27.80 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 31.20 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 34.34 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 37.22 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 25.34 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 25.76 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 26.40 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 26.81 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 27.02 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 27.03 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 26.85 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 26.49 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 25.95 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 25.23 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 24.35 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 23.31 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 22.10 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 20.74 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 19.22 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 17.76 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 16.40 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 14.95 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 13.10 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 11.08 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 9.16 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 7.10 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 5.15 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 3.32 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 1.19 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + Information on the zone plane : Fmin = 2.517 + : Zone = 1A + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 45.41 [m] + Y co-ordinate center point : 38.00 [m] + Radius of critical circle : 29.81 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 2844.67 [kNm/m] + Driving moment free water : -16.17 [kNm/m] + Driving moment external loads : 236.65 [kNm/m] + Iterated resisting moment : 7159.91 [kNm/m] + Non-iterated resisting moment : 6811.99 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 31.82 | 11.46 | 11.47 | 0.01 | -27.10 | 10.48 | 0.01 | 1.28 | + 2 | 32.14 | 11.31 | 11.49 | 0.62 | -26.43 | 3.25 | 0.69 | 1.28 | + 3 | 32.59 | 11.09 | 11.51 | 0.28 | -25.47 | 3.25 | 0.31 | 0.00 | + 4 | 32.96 | 10.91 | 11.53 | 0.46 | -24.68 | 3.25 | 0.51 | 1.28 | + 5 | 33.42 | 10.71 | 11.56 | 0.46 | -23.70 | 3.25 | 0.51 | 1.28 | + 6 | 33.89 | 10.51 | 11.59 | 0.46 | -22.73 | 3.25 | 0.50 | 1.28 | + 7 | 34.34 | 10.32 | 11.61 | 0.44 | -21.79 | 3.25 | 0.47 | 1.28 | + 8 | 34.78 | 10.15 | 11.64 | 0.44 | -20.88 | 3.25 | 0.47 | 1.28 | + 9 | 35.25 | 9.97 | 11.64 | 0.51 | -19.91 | -2.81 | 0.54 | 1.28 | + 10 | 35.77 | 9.79 | 11.61 | 0.51 | -18.87 | -2.81 | 0.54 | 1.28 | + 11 | 36.27 | 9.62 | 11.59 | 0.51 | -17.84 | -2.81 | 0.54 | 1.28 | + 12 | 36.78 | 9.47 | 11.56 | 0.51 | -16.81 | -2.81 | 0.53 | 1.28 | + 13 | 37.24 | 9.33 | 11.54 | 0.39 | -15.91 | -2.84 | 0.41 | 1.28 | + 14 | 37.63 | 9.22 | 11.52 | 0.39 | -15.13 | -2.84 | 0.40 | 1.28 | + 15 | 37.93 | 9.14 | 11.51 | 0.23 | -14.52 | -2.84 | 0.23 | 1.28 | + 16 | 38.30 | 9.05 | 11.49 | 0.50 | -13.80 | -3.07 | 0.51 | 1.28 | + 17 | 38.79 | 8.93 | 11.46 | 0.50 | -12.82 | -3.07 | 0.51 | 1.28 | + 18 | 39.29 | 8.83 | 11.43 | 0.50 | -11.84 | -3.07 | 0.51 | 1.28 | + 19 | 39.63 | 8.75 | 11.38 | 0.19 | -11.16 | -21.83 | 0.19 | 1.28 | + 20 | 40.04 | 8.68 | 11.22 | 0.61 | -10.38 | -21.83 | 0.62 | 1.28 | + 21 | 40.65 | 8.57 | 10.97 | 0.61 | -9.18 | -21.83 | 0.62 | 1.28 | + 22 | 41.27 | 8.48 | 10.73 | 0.61 | -7.99 | -21.83 | 0.62 | 1.28 | + 23 | 41.88 | 8.40 | 10.48 | 0.61 | -6.80 | -21.83 | 0.62 | 1.28 | + 24 | 42.49 | 8.33 | 10.24 | 0.61 | -5.61 | -21.83 | 0.62 | 1.28 | + 25 | 43.11 | 8.28 | 9.99 | 0.61 | -4.42 | -21.83 | 0.62 | 1.28 | + 26 | 43.75 | 8.24 | 9.74 | 0.66 | -3.20 | -21.83 | 0.66 | 1.28 | + 27 | 44.41 | 8.21 | 9.47 | 0.66 | -1.92 | -21.83 | 0.67 | 1.28 | + 28 | 44.83 | 8.20 | 9.30 | 0.18 | -1.11 | -21.83 | 0.18 | 1.28 | + 29 | 44.99 | 8.19 | 9.23 | 0.15 | -0.79 | -21.83 | 0.15 | 1.28 | + 30 | 45.24 | 8.19 | 9.14 | 0.34 | -0.32 | -21.83 | 0.34 | 1.28 | + 31 | 45.55 | 8.19 | 9.01 | 0.29 | 0.27 | -21.83 | 0.29 | 1.28 | + 32 | 45.79 | 8.19 | 8.92 | 0.19 | 0.73 | -21.83 | 0.19 | 1.28 | + 33 | 46.17 | 8.20 | 8.87 | 0.58 | 1.47 | -1.45 | 0.59 | 1.28 | + 34 | 46.76 | 8.22 | 8.86 | 0.58 | 2.60 | -1.45 | 0.59 | 1.28 | + 35 | 47.34 | 8.25 | 8.84 | 0.58 | 3.72 | -1.45 | 0.59 | 1.28 | + 36 | 47.93 | 8.30 | 8.83 | 0.58 | 4.85 | -1.45 | 0.59 | 1.28 | + 37 | 48.51 | 8.35 | 8.81 | 0.58 | 5.98 | -1.45 | 0.59 | 1.28 | + 38 | 49.10 | 8.42 | 8.80 | 0.58 | 7.11 | -1.45 | 0.59 | 1.28 | + 39 | 49.68 | 8.50 | 8.78 | 0.58 | 8.24 | -1.45 | 0.59 | 1.28 | + 40 | 50.27 | 8.59 | 8.77 | 0.58 | 9.38 | -1.45 | 0.59 | 1.28 | + 41 | 50.85 | 8.69 | 8.75 | 0.58 | 10.52 | -1.45 | 0.59 | 1.28 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 0.00 | 0.08 | 0.08 | + 2 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 2.05 | 3.33 | 3.33 | + 3 | 34.96 | 34.96 | 0.00 | 0.00 | -0.00 | 2.38 | 8.51 | 8.51 | + 4 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 5.67 | 12.22 | 12.22 | + 5 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 7.69 | 16.56 | 16.56 | + 6 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 9.63 | 20.74 | 20.74 | + 7 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 10.84 | 24.64 | 24.64 | + 8 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 12.44 | 28.28 | 28.28 | + 9 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 16.09 | 31.54 | 31.54 | + 10 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 17.54 | 34.40 | 34.40 | + 11 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 18.90 | 37.07 | 37.07 | + 12 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 20.17 | 39.54 | 39.54 | + 13 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 16.24 | 54.89 | 54.89 | + 14 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 16.88 | 56.53 | 56.53 | + 15 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 10.01 | 57.40 | 57.40 | + 16 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 22.41 | 58.35 | 58.35 | + 17 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 23.24 | 60.03 | 60.03 | + 18 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 24.00 | 61.55 | 61.55 | + 19 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 9.13 | 48.29 | 48.29 | + 20 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 28.45 | 46.29 | 46.29 | + 21 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 26.75 | 43.53 | 43.53 | + 22 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 24.91 | 40.53 | 40.53 | + 23 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 22.91 | 37.28 | 37.28 | + 24 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 20.77 | 33.80 | 33.80 | + 25 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 18.48 | 30.08 | 30.08 | + 26 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 17.09 | 25.97 | 25.97 | + 27 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 14.31 | 21.52 | 20.22 | + 28 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 3.37 | 18.74 | 15.80 | + 29 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 2.69 | 17.79 | 14.23 | + 30 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.54 | 16.43 | 11.97 | + 31 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 4.19 | 14.65 | 9.07 | + 32 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 2.52 | 13.50 | 7.09 | + 33 | 24.08 | 24.08 | 0.07 | -0.00 | -0.04 | 7.54 | 12.96 | 6.30 | + 34 | 24.08 | 24.08 | 0.22 | -0.00 | -0.13 | 7.14 | 12.43 | 5.97 | + 35 | 24.08 | 24.08 | 0.36 | -0.01 | -0.21 | 6.61 | 11.67 | 5.53 | + 36 | 24.08 | 24.08 | 0.51 | -0.01 | -0.30 | 5.95 | 10.69 | 4.98 | + 37 | 24.08 | 24.08 | 0.65 | -0.01 | -0.38 | 5.17 | 9.48 | 4.32 | + 38 | 24.08 | 24.08 | 0.80 | -0.01 | -0.47 | 4.25 | 8.06 | 3.55 | + 39 | 24.08 | 24.08 | 0.94 | -0.01 | -0.55 | 3.19 | 6.40 | 2.67 | + 40 | 24.08 | 24.08 | 1.09 | -0.02 | -0.64 | 2.01 | 4.53 | 1.68 | + 41 | 24.08 | 24.08 | 1.23 | -0.02 | -0.72 | 0.69 | 2.42 | 0.58 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 1.21 | N.A. | N.A. | 0.00 | -0.16 | + 2 | 0.00 | 0.00 | 0.00 | 2.54 | N.A. | N.A. | 0.00 | 2.83 | + 3 | 0.00 | 0.00 | 0.00 | 5.25 | N.A. | N.A. | 0.00 | 7.51 | + 4 | 0.00 | 0.00 | 0.00 | 6.23 | N.A. | N.A. | 0.00 | 11.08 | + 5 | 0.00 | 0.00 | 0.00 | 8.06 | N.A. | N.A. | 0.00 | 15.16 | + 6 | 0.00 | 0.00 | 0.00 | 9.82 | N.A. | N.A. | 0.00 | 19.10 | + 7 | 0.00 | 0.00 | 0.00 | 11.48 | N.A. | N.A. | 0.00 | 22.82 | + 8 | 0.00 | 0.00 | 0.00 | 13.04 | N.A. | N.A. | 0.00 | 26.31 | + 9 | 0.00 | 0.00 | 0.00 | 14.45 | N.A. | N.A. | 0.00 | 29.46 | + 10 | 0.00 | 0.00 | 0.00 | 15.70 | N.A. | N.A. | 0.00 | 32.27 | + 11 | 0.00 | 0.00 | 0.00 | 16.88 | N.A. | N.A. | 0.00 | 34.91 | + 12 | 0.00 | 0.00 | 0.00 | 17.99 | N.A. | N.A. | 0.00 | 37.38 | + 13 | 0.00 | 0.00 | 0.00 | 24.57 | N.A. | N.A. | 13.30 | 52.10 | + 14 | 0.00 | 0.00 | 0.00 | 25.33 | N.A. | N.A. | 13.30 | 53.81 | + 15 | 0.00 | 0.00 | 0.00 | 25.75 | N.A. | N.A. | 13.30 | 54.75 | + 16 | 0.00 | 0.00 | 0.00 | 26.21 | N.A. | N.A. | 13.30 | 55.79 | + 17 | 0.00 | 0.00 | 0.00 | 27.02 | N.A. | N.A. | 13.30 | 57.59 | + 18 | 0.00 | 0.00 | 0.00 | 27.75 | N.A. | N.A. | 13.30 | 59.24 | + 19 | 0.00 | 0.00 | 0.00 | 22.09 | N.A. | N.A. | 0.00 | 46.56 | + 20 | 0.00 | 0.00 | 0.00 | 21.28 | N.A. | N.A. | 0.00 | 44.75 | + 21 | 0.00 | 0.00 | 0.00 | 20.16 | N.A. | N.A. | 0.00 | 42.24 | + 22 | 0.00 | 0.00 | 0.00 | 18.92 | N.A. | N.A. | 0.00 | 39.47 | + 23 | 0.00 | 0.00 | 0.00 | 17.57 | N.A. | N.A. | 0.00 | 36.45 | + 24 | 0.00 | 0.00 | 0.00 | 16.10 | N.A. | N.A. | 0.00 | 33.17 | + 25 | 0.00 | 0.00 | 0.00 | 14.52 | N.A. | N.A. | 0.00 | 29.63 | + 26 | 0.00 | 0.00 | 0.00 | 12.76 | N.A. | N.A. | 0.00 | 25.68 | + 27 | 1.30 | 0.00 | 1.30 | 10.26 | N.A. | N.A. | 0.00 | 20.09 | + 28 | 2.94 | 0.00 | 2.94 | 8.31 | N.A. | N.A. | 0.00 | 15.73 | + 29 | 3.56 | 0.00 | 3.56 | 7.62 | N.A. | N.A. | 0.00 | 14.19 | + 30 | 4.46 | 0.00 | 4.46 | 6.62 | N.A. | N.A. | 0.00 | 11.96 | + 31 | 5.58 | 0.00 | 5.58 | 5.34 | N.A. | N.A. | 0.00 | 9.08 | + 32 | 6.41 | 0.00 | 6.41 | 4.46 | N.A. | N.A. | 0.00 | 7.11 | + 33 | 6.66 | 0.00 | 6.66 | 4.12 | N.A. | N.A. | 0.00 | 6.35 | + 34 | 6.45 | 0.00 | 6.45 | 3.98 | N.A. | N.A. | 0.00 | 6.04 | + 35 | 6.14 | 0.00 | 6.14 | 3.79 | N.A. | N.A. | 0.00 | 5.63 | + 36 | 5.71 | 0.00 | 5.71 | 3.56 | N.A. | N.A. | 0.00 | 5.10 | + 37 | 5.16 | 0.00 | 5.16 | 3.27 | N.A. | N.A. | 0.00 | 4.46 | + 38 | 4.51 | 0.00 | 4.51 | 2.93 | N.A. | N.A. | 0.00 | 3.70 | + 39 | 3.73 | 0.00 | 3.73 | 2.54 | N.A. | N.A. | 0.00 | 2.82 | + 40 | 2.84 | 0.00 | 2.84 | 2.09 | N.A. | N.A. | 0.00 | 1.82 | + 41 | 1.84 | 0.00 | 1.84 | 1.59 | N.A. | N.A. | 0.00 | 0.70 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 0.08 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 3.33 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 8.51 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 12.22 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 16.56 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 20.74 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 24.64 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 28.28 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 31.54 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 34.40 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 37.07 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 39.54 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 54.89 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 56.53 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 57.40 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 58.35 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 60.03 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 61.55 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 48.29 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 46.29 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 43.53 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 40.53 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 37.28 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 33.80 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 30.08 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 25.97 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 20.22 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 15.80 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 14.23 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 11.97 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 9.07 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 7.09 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 6.30 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 34 | N.A. | 5.97 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 35 | N.A. | 5.53 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 36 | N.A. | 4.98 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 37 | N.A. | 4.32 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 38 | N.A. | 3.55 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 39 | N.A. | 2.67 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 40 | N.A. | 1.68 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 41 | N.A. | 0.58 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + No correct slide plane found. + in zone 1B + + + Information on the zone plane : Fmin = 1.422 + : Zone = 2A + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 44.02 [m] + Y co-ordinate center point : 17.17 [m] + Radius of critical circle : 8.41 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 495.83 [kNm/m] + Driving moment free water : 0.00 [kNm/m] + Driving moment external loads : 124.07 [kNm/m] + Iterated resisting moment : 704.83 [kNm/m] + Non-iterated resisting moment : 674.03 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 37.88 | 11.42 | 11.51 | 0.17 | -46.86 | -2.84 | 0.25 | 0.00 | + 2 | 38.01 | 11.29 | 11.50 | 0.08 | -45.61 | -2.84 | 0.11 | 1.28 | + 3 | 38.17 | 11.13 | 11.49 | 0.25 | -44.05 | -3.07 | 0.35 | 1.28 | + 4 | 38.42 | 10.90 | 11.48 | 0.25 | -41.73 | -3.07 | 0.33 | 1.28 | + 5 | 38.67 | 10.68 | 11.47 | 0.25 | -39.50 | -3.07 | 0.32 | 1.28 | + 6 | 38.92 | 10.49 | 11.45 | 0.25 | -37.34 | -3.07 | 0.31 | 1.28 | + 7 | 39.17 | 10.30 | 11.44 | 0.25 | -35.23 | -3.07 | 0.30 | 1.28 | + 8 | 39.42 | 10.13 | 11.43 | 0.25 | -33.18 | -3.07 | 0.30 | 1.28 | + 9 | 39.63 | 9.99 | 11.38 | 0.19 | -31.42 | -21.83 | 0.22 | 1.28 | + 10 | 39.86 | 9.86 | 11.29 | 0.26 | -29.63 | -21.83 | 0.30 | 1.28 | + 11 | 40.12 | 9.72 | 11.19 | 0.26 | -27.59 | -21.83 | 0.30 | 1.28 | + 12 | 40.39 | 9.59 | 11.08 | 0.26 | -25.58 | -21.83 | 0.29 | 1.28 | + 13 | 40.65 | 9.47 | 10.97 | 0.26 | -23.61 | -21.83 | 0.29 | 1.28 | + 14 | 40.91 | 9.36 | 10.87 | 0.26 | -21.66 | -21.83 | 0.28 | 1.28 | + 15 | 41.18 | 9.26 | 10.76 | 0.26 | -19.74 | -21.83 | 0.28 | 1.28 | + 16 | 41.44 | 9.17 | 10.66 | 0.26 | -17.85 | -21.83 | 0.28 | 1.28 | + 17 | 41.70 | 9.09 | 10.55 | 0.26 | -15.97 | -21.83 | 0.27 | 1.28 | + 18 | 41.97 | 9.02 | 10.45 | 0.26 | -14.11 | -21.83 | 0.27 | 1.28 | + 19 | 42.23 | 8.95 | 10.34 | 0.26 | -12.27 | -21.83 | 0.27 | 1.28 | + 20 | 42.49 | 8.90 | 10.24 | 0.26 | -10.44 | -21.83 | 0.27 | 1.28 | + 21 | 42.76 | 8.86 | 10.13 | 0.26 | -8.62 | -21.83 | 0.27 | 1.28 | + 22 | 43.02 | 8.82 | 10.03 | 0.26 | -6.81 | -21.83 | 0.27 | 1.28 | + 23 | 43.28 | 8.79 | 9.92 | 0.26 | -5.01 | -21.83 | 0.26 | 1.28 | + 24 | 43.52 | 8.78 | 9.83 | 0.20 | -3.42 | -21.83 | 0.20 | 1.28 | + 25 | 43.72 | 8.77 | 9.75 | 0.20 | -2.05 | -21.83 | 0.20 | 1.28 | + 26 | 43.92 | 8.76 | 9.67 | 0.20 | -0.68 | -21.83 | 0.20 | 1.28 | + 27 | 44.16 | 8.76 | 9.57 | 0.27 | 0.93 | -21.83 | 0.27 | 1.28 | + 28 | 44.42 | 8.77 | 9.46 | 0.26 | 2.75 | -21.83 | 0.26 | 2.00 | + 29 | 44.68 | 8.79 | 9.36 | 0.26 | 4.52 | -21.83 | 0.26 | 2.00 | + 30 | 44.94 | 8.81 | 9.26 | 0.26 | 6.29 | -21.83 | 0.26 | 2.00 | + 31 | 45.17 | 8.84 | 9.16 | 0.21 | 7.90 | -21.83 | 0.21 | 2.00 | + 32 | 45.38 | 8.87 | 9.08 | 0.21 | 9.32 | -21.83 | 0.21 | 2.00 | + 33 | 45.61 | 8.91 | 8.99 | 0.25 | 10.91 | -21.83 | 0.26 | 2.00 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 34.96 | 34.96 | 0.00 | -0.00 | -0.00 | 0.30 | 15.04 | 15.04 | + 2 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.33 | 17.38 | 17.38 | + 3 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 1.68 | 20.07 | 20.07 | + 4 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 2.69 | 24.10 | 24.10 | + 5 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 3.61 | 27.80 | 27.80 | + 6 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 4.45 | 31.20 | 31.20 | + 7 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.23 | 34.34 | 34.34 | + 8 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.95 | 37.22 | 37.22 | + 9 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 4.79 | 25.34 | 25.34 | + 10 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.78 | 25.76 | 25.76 | + 11 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.95 | 26.40 | 26.40 | + 12 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.06 | 26.81 | 26.81 | + 13 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.12 | 27.02 | 27.02 | + 14 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.12 | 27.03 | 27.03 | + 15 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.07 | 26.85 | 26.85 | + 16 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.98 | 26.49 | 26.49 | + 17 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.83 | 25.95 | 25.95 | + 18 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.65 | 25.23 | 25.23 | + 19 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.41 | 24.35 | 24.35 | + 20 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.14 | 23.31 | 23.31 | + 21 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.82 | 22.10 | 22.10 | + 22 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.46 | 20.74 | 20.74 | + 23 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 5.06 | 19.22 | 19.22 | + 24 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 3.57 | 17.76 | 17.76 | + 25 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 3.29 | 16.40 | 16.40 | + 26 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 3.00 | 14.95 | 14.95 | + 27 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 3.58 | 13.10 | 13.10 | + 28 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 2.87 | 11.08 | 11.08 | + 29 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 2.38 | 9.16 | 9.16 | + 30 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 1.84 | 7.10 | 7.10 | + 31 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 1.07 | 5.15 | 5.15 | + 32 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 0.69 | 3.32 | 3.32 | + 33 | 19.04 | 19.04 | 0.00 | -0.00 | -0.00 | 0.30 | 1.19 | 1.19 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 6.90 | N.A. | N.A. | 13.30 | 9.86 | + 2 | 0.00 | 0.00 | 0.00 | 6.85 | N.A. | N.A. | 13.30 | 12.45 | + 3 | 0.00 | 0.00 | 0.00 | 7.86 | N.A. | N.A. | 13.30 | 14.72 | + 4 | 0.00 | 0.00 | 0.00 | 9.41 | N.A. | N.A. | 13.30 | 18.19 | + 5 | 0.00 | 0.00 | 0.00 | 10.88 | N.A. | N.A. | 13.30 | 21.49 | + 6 | 0.00 | 0.00 | 0.00 | 12.28 | N.A. | N.A. | 13.30 | 24.61 | + 7 | 0.00 | 0.00 | 0.00 | 13.60 | N.A. | N.A. | 13.30 | 27.57 | + 8 | 0.00 | 0.00 | 0.00 | 14.86 | N.A. | N.A. | 13.30 | 30.38 | + 9 | 0.00 | 0.00 | 0.00 | 10.57 | N.A. | N.A. | 0.00 | 20.80 | + 10 | 0.00 | 0.00 | 0.00 | 10.85 | N.A. | N.A. | 0.00 | 21.42 | + 11 | 0.00 | 0.00 | 0.00 | 11.23 | N.A. | N.A. | 0.00 | 22.27 | + 12 | 0.00 | 0.00 | 0.00 | 11.53 | N.A. | N.A. | 0.00 | 22.93 | + 13 | 0.00 | 0.00 | 0.00 | 11.74 | N.A. | N.A. | 0.00 | 23.41 | + 14 | 0.00 | 0.00 | 0.00 | 11.88 | N.A. | N.A. | 0.00 | 23.71 | + 15 | 0.00 | 0.00 | 0.00 | 11.93 | N.A. | N.A. | 0.00 | 23.84 | + 16 | 0.00 | 0.00 | 0.00 | 11.91 | N.A. | N.A. | 0.00 | 23.79 | + 17 | 0.00 | 0.00 | 0.00 | 11.81 | N.A. | N.A. | 0.00 | 23.57 | + 18 | 0.00 | 0.00 | 0.00 | 11.64 | N.A. | N.A. | 0.00 | 23.17 | + 19 | 0.00 | 0.00 | 0.00 | 11.38 | N.A. | N.A. | 0.00 | 22.61 | + 20 | 0.00 | 0.00 | 0.00 | 11.06 | N.A. | N.A. | 0.00 | 21.87 | + 21 | 0.00 | 0.00 | 0.00 | 10.65 | N.A. | N.A. | 0.00 | 20.97 | + 22 | 0.00 | 0.00 | 0.00 | 10.17 | N.A. | N.A. | 0.00 | 19.89 | + 23 | 0.00 | 0.00 | 0.00 | 9.61 | N.A. | N.A. | 0.00 | 18.63 | + 24 | 0.00 | 0.00 | 0.00 | 9.05 | N.A. | N.A. | 0.00 | 17.38 | + 25 | 0.00 | 0.00 | 0.00 | 8.51 | N.A. | N.A. | 0.00 | 16.18 | + 26 | 0.00 | 0.00 | 0.00 | 7.93 | N.A. | N.A. | 0.00 | 14.88 | + 27 | 0.00 | 0.00 | 0.00 | 7.17 | N.A. | N.A. | 0.00 | 13.19 | + 28 | 0.00 | 0.00 | 0.00 | 5.89 | N.A. | N.A. | 0.00 | 11.28 | + 29 | 0.00 | 0.00 | 0.00 | 5.26 | N.A. | N.A. | 0.00 | 9.45 | + 30 | 0.00 | 0.00 | 0.00 | 4.57 | N.A. | N.A. | 0.00 | 7.46 | + 31 | 0.00 | 0.00 | 0.00 | 3.91 | N.A. | N.A. | 0.00 | 5.53 | + 32 | 0.00 | 0.00 | 0.00 | 3.27 | N.A. | N.A. | 0.00 | 3.69 | + 33 | 0.00 | 0.00 | 0.00 | 2.53 | N.A. | N.A. | 0.00 | 1.53 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 15.04 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 17.38 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 20.07 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 24.10 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 27.80 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 31.20 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 34.34 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 37.22 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 25.34 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 25.76 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 26.40 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 26.81 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 27.02 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 27.03 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 26.85 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 26.49 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 25.95 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 25.23 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 24.35 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 23.31 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 22.10 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 20.74 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 19.22 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 17.76 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 16.40 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 14.95 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 13.10 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 11.08 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 9.16 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 7.10 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 5.15 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 3.32 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 1.19 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + No correct slide plane found. + in zone 2B + + + No correct slide plane found. + in zone 3A + + + No correct slide plane found. + in zone 3B + + + + END OF D-Geo Stability OUTPUT + ============================= Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/NEER363.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/NEER363.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/NEER363.STI.sti (revision 2226) @@ -0,0 +1,1765 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 2-2-2015 +TIME : 14:00:47 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 260119\Stabiliteit\Geometries\Gespiegeld\NEER363.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 11 = number of items +[SOIL] +zanddiep (1) +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleigr (1) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.60 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zwkl.gr (1) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=12.50 +SoilPhi=19.30 +SoilDilatancy=19.30 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleibr (1) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=7.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klbr.sz (2) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +aanvul (1) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zandlos (1) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.klgra (1) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kl.br.z (3) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.70 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleibr a +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zanddiep (1) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 45 - Number of geometry points - + 1 80.000 6.700 0.000 + 2 58.500 7.175 0.000 + 3 57.500 8.000 0.000 + 4 51.000 8.100 0.000 + 5 45.800 10.800 0.000 + 6 41.600 11.200 0.000 + 7 33.200 11.170 0.000 + 8 32.200 11.760 0.000 + 9 29.200 11.600 0.000 + 10 21.500 9.200 0.000 + 11 14.360 9.070 0.000 + 12 0.000 9.120 0.000 + 13 31.000 8.000 0.000 + 14 30.000 7.600 0.000 + 15 18.000 7.500 0.000 + 16 0.000 7.500 0.000 + 17 52.500 7.250 0.000 + 18 48.000 7.100 0.000 + 19 42.000 6.400 0.000 + 20 30.000 7.300 0.000 + 21 18.000 7.200 0.000 + 22 0.000 7.200 0.000 + 23 52.500 6.370 0.000 + 24 80.000 6.300 0.000 + 25 80.000 5.500 0.000 + 26 57.000 5.500 0.000 + 27 52.500 5.770 0.000 + 28 52.500 3.900 0.000 + 29 30.000 5.900 0.000 + 30 80.000 3.500 0.000 + 31 57.000 3.500 0.000 + 32 18.000 7.000 0.000 + 33 0.000 7.000 0.000 + 34 80.000 0.000 0.000 + 35 0.000 0.000 0.000 + 36 80.000 6.700 0.000 + 37 58.602 6.672 0.000 + 38 54.193 7.466 0.000 + 39 51.000 8.100 0.000 + 40 34.200 11.100 0.000 + 41 0.000 11.050 0.000 + 42 80.000 10.650 0.000 + 43 51.630 10.650 0.000 + 44 28.150 10.850 0.000 + 45 59.300 6.700 0.000 +[END OF POINTS] + +[CURVES] + 45 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 7 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 4 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 2 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 17 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 29 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 31 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 29 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 43 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 44 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 1 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 45 +[END OF CURVES] + +[BOUNDARIES] + 10 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 35 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 34 33 29 32 31 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 21 20 30 29 28 26 25 + 3 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 21 20 19 27 26 25 + 4 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 21 20 19 23 24 + 5 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 21 20 19 23 22 16 45 44 + 6 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 21 20 19 18 17 16 45 44 + 7 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 14 13 12 15 2 1 45 44 + 8 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 14 13 12 11 5 4 3 2 1 45 + 44 + 9 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 10 9 8 7 6 5 4 3 2 1 + 45 44 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 10 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 10 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 10 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 40 39 38 37 36 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 43 42 41 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 9 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zanddiep (1) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + l.klgra (1) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + l.kleigr (1) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + zwkl.gr (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + l.kleibr a + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + l.kleibr (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klbr.sz (2) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + l.kleibr (1) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + aanvul (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Neerloon-Demen +Neerloon hm 363 bestaand + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 9 Number of layers + 9 100 + 8 100 100 + 7 100 100 100 + 6 100 100 100 100 + 5 100 100 100 100 100 + 4 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 50 50 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 +[CIRCLES] + 49.975 62.325 11 X-direction + 11.955 17.095 11 Y-direction + 6.000 2.000 6 Tangent lines + 34.663 1.327 1 fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 42.00 44.50 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 7 +[LIFT SLIP DATA] + 40.000 40.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 40.000 40.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 9 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 40.00 = X co-ordinate indicating start of zone [m] + 40.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 40.00 = Left side minimum road [m] + 40.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/715_2BI.STI =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/715_2BI.STI (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/715_2BI.STI (revision 2226) @@ -0,0 +1,955 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 17-3-2015 +TIME : 8:20:27 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\715_2BI.STI +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +1 (2) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +2 (5) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.70 +SoilGamWet=16.70 +SoilRestSlope=0 +SoilCohesion=3.30 +SoilPhi=17.30 +SoilDilatancy=17.30 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +3 (5) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=4.50 +SoilPhi=19.40 +SoilDilatancy=19.40 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +4 (3) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_1 (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 40 - Number of geometry points - + 1 75.000 3.900 0.000 + 2 63.900 3.900 0.000 + 3 50.800 5.100 0.000 + 4 27.200 5.100 0.000 + 5 20.700 3.700 0.000 + 6 0.000 3.600 0.000 + 7 47.700 5.600 0.000 + 8 46.200 6.000 0.000 + 9 43.000 8.200 0.000 + 10 41.720 8.300 0.000 + 11 40.000 8.400 0.000 + 12 39.180 8.400 0.000 + 13 38.600 8.400 0.000 + 14 37.200 8.300 0.000 + 15 36.500 8.000 0.000 + 16 35.100 7.700 0.000 + 17 34.900 7.100 0.000 + 18 34.800 7.100 0.000 + 19 32.800 6.400 0.000 + 20 32.100 6.000 0.000 + 21 44.500 4.000 0.000 + 22 34.000 4.000 0.000 + 23 75.000 2.400 0.000 + 24 65.000 2.400 0.000 + 25 47.000 2.400 0.000 + 26 0.000 2.400 0.000 + 27 75.000 -10.000 0.000 + 28 0.000 -10.000 0.000 + 29 75.000 3.900 0.000 + 30 63.900 3.900 0.000 + 31 50.800 5.100 0.000 + 32 43.000 5.800 0.000 + 33 36.000 6.300 0.000 + 34 35.000 7.300 0.000 + 35 0.000 7.300 0.000 + 36 75.000 5.900 0.000 + 37 65.000 5.900 0.000 + 38 63.900 5.900 0.000 + 39 63.400 6.400 0.000 + 40 0.000 7.200 0.000 +[END OF POINTS] + +[CURVES] + 36 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 3 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 3 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 +[END OF CURVES] + +[BOUNDARIES] + 4 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 26 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 25 24 23 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 4 3 22 21 20 2 1 + 3 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 4 3 19 18 17 16 15 14 13 12 + 11 10 9 8 7 6 5 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 4 - Number of boundaries - + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 4 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 4 - Number of boundaries - + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 32 31 30 29 28 27 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 36 35 34 33 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 3 - Number of layers - + 1 - Layer number, next line is material of layer + wl_1 (2) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + 2 (5) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + 3 (5) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijkverbetering Maren-Kessel CO-378780 +hmp 715+20 binnenwaartse stabiliteit + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 3 Number of layers + 3 100 + 2 100 100 + 1 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 +[degree earth quake] + 100 100 100 +[CIRCLES] + 48.000 48.000 1 X-direction + 12.000 12.000 1 Y-direction + 2.500 2.500 1 Tangent lines + 40.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 40.000 40.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 40.000 40.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 3 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 40.00 = X co-ordinate indicating start of zone [m] + 40.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 40.00 = Left side minimum road [m] + 40.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/NEER361.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/NEER361.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/NEER361.STI.sti (revision 2226) @@ -0,0 +1,1584 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 2-2-2015 +TIME : 14:00:47 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 260119\Stabiliteit\Geometries\Gespiegeld\NEER361.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 10 = number of items +[SOIL] +zanddiep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleigr +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.60 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zwkl.gr +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=12.50 +SoilPhi=19.30 +SoilDilatancy=19.30 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleibr +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=7.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klbr.sz (1) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +aanvul +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zandlos +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.klgra +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kl.br.z (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.70 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zanddiep +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 42 - Number of geometry points - + 1 57.000 7.100 0.000 + 2 48.200 7.100 0.000 + 3 46.700 7.700 0.000 + 4 35.800 8.400 0.000 + 5 26.000 11.600 0.000 + 6 19.000 11.600 0.000 + 7 17.500 11.200 0.000 + 8 11.900 9.200 0.000 + 9 0.000 9.200 0.000 + 10 39.300 7.400 0.000 + 11 34.500 8.200 0.000 + 12 27.000 11.200 0.000 + 13 21.000 11.200 0.000 + 14 13.000 8.000 0.000 + 15 12.000 7.600 0.000 + 16 0.000 7.500 0.000 + 17 30.000 7.100 0.000 + 18 24.000 7.300 0.000 + 19 24.000 7.000 0.000 + 20 12.000 7.300 0.000 + 21 57.000 6.300 0.000 + 22 24.000 6.400 0.000 + 23 57.000 5.500 0.000 + 24 39.000 5.500 0.000 + 25 57.000 3.500 0.000 + 26 39.000 3.500 0.000 + 27 0.000 7.000 0.000 + 28 23.000 5.100 0.000 + 29 19.200 5.500 0.000 + 30 12.000 6.100 0.000 + 31 0.000 7.200 0.000 + 32 57.000 0.000 0.000 + 33 0.000 0.000 0.000 + 34 17.200 11.100 0.000 + 35 0.000 11.100 0.000 + 36 57.000 10.000 0.000 + 37 34.500 10.200 0.000 + 38 11.900 11.000 0.000 + 39 57.000 7.100 0.000 + 40 48.200 7.100 0.000 + 41 39.300 7.400 0.000 + 42 34.500 8.200 0.000 +[END OF POINTS] + +[CURVES] + 30 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 24 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 22 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 20 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 2 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 10 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 17 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 11 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 13 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 42 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 38 +[END OF CURVES] + +[BOUNDARIES] + 8 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 3 2 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 7 6 5 4 + 3 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 7 6 8 + 4 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 7 6 12 11 10 9 + 5 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 10 9 + 6 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 16 15 19 18 17 13 10 9 + 7 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 22 21 20 18 17 13 10 9 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 8 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 8 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 8 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 24 23 27 26 25 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 30 29 28 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 7 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zanddiep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + l.kleigr + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + zwkl.gr + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + l.kleibr + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klbr.sz (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + l.kleibr + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + aanvul + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Neerloon-Demen +Neerloon hm 361 bestaand + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 7 Number of layers + 7 100 + 6 100 100 + 5 100 100 100 + 4 100 100 100 100 + 3 100 100 100 100 100 + 2 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 50 50 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 +[CIRCLES] + 29.000 39.000 6 X-direction + 12.000 25.000 6 Y-direction + 6.000 2.000 6 Tangent lines + 57.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 23.50 26.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 7 +[LIFT SLIP DATA] + 57.000 57.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 57.000 57.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 7 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 57.00 = X co-ordinate indicating start of zone [m] + 57.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 57.00 = Left side minimum road [m] + 57.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/OY573.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/OY573.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/OY573.STI.sti (revision 2226) @@ -0,0 +1,967 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 18-2-2015 +TIME : 10:32:32 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150205\Stabiliteit\Geometries\OY573.STI.sti +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +1 +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +2 +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=4.00 +SoilPhi=23.50 +SoilDilatancy=23.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +3 +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=1.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +4 +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=4.00 +SoilPhi=26.00 +SoilDilatancy=26.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_1 +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 37 - Number of geometry points - + 1 80.000 6.000 0.000 + 2 69.770 6.150 0.000 + 3 59.870 6.390 0.000 + 4 56.160 8.610 0.000 + 5 54.900 8.730 0.000 + 6 54.284 8.730 0.000 + 7 50.070 8.770 0.000 + 8 48.740 8.820 0.000 + 9 32.010 9.100 0.000 + 10 30.000 9.100 0.000 + 11 27.990 9.110 0.000 + 12 21.100 7.000 0.000 + 13 19.600 6.530 0.000 + 14 16.540 6.280 0.000 + 15 14.770 4.930 0.000 + 16 13.490 5.070 0.000 + 17 12.200 6.130 0.000 + 18 2.880 6.180 0.000 + 19 0.000 6.230 0.000 + 20 56.500 7.000 0.000 + 21 80.000 4.500 0.000 + 22 25.500 4.500 0.000 + 23 6.500 4.000 0.000 + 24 0.000 4.000 0.000 + 25 80.000 2.000 0.000 + 26 0.000 2.000 0.000 + 27 80.000 6.000 0.000 + 28 69.770 6.150 0.000 + 29 59.870 6.390 0.000 + 30 56.500 7.000 0.000 + 31 45.000 7.000 0.000 + 32 27.000 8.650 0.000 + 33 0.000 8.650 0.000 + 34 80.000 7.560 0.000 + 35 55.000 8.150 0.000 + 36 20.835 8.240 0.000 + 37 59.870 7.830 0.000 +[END OF POINTS] + +[CURVES] + 34 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 3 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 20 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 36 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 29 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 34 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 37 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 25 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 24 23 22 + 2 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 18 17 16 15 14 13 12 21 19 2 + 1 + 3 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 18 17 16 15 14 13 12 11 10 9 + 8 7 6 20 19 2 1 + 4 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 18 17 16 15 14 13 12 11 10 9 + 8 7 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 32 31 30 29 28 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 27 26 34 33 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_1 + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + 2 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + 3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + 4 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Oyen hmp 573 +bestaande situatie + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 58.000 64.000 7 X-direction + 10.000 17.000 8 Y-direction + 6.000 3.000 7 Tangent lines + 30.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 52.00 54.50 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 30.000 30.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 30.000 30.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 30.00 = X co-ordinate indicating start of zone [m] + 30.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 30.00 = Left side minimum road [m] + 30.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/OY572.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/OY572.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/OY572.STI.sti (revision 2226) @@ -0,0 +1,962 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 5-2-2015 +TIME : 15:46:44 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150205\Stabiliteit\Geometries\Gespiegeld\OY572.STI.sti +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +1 +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +2 +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=4.00 +SoilPhi=23.50 +SoilDilatancy=23.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +3 +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=1.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +4 +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=4.00 +SoilPhi=26.00 +SoilDilatancy=26.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_1 +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 35 - Number of geometry points - + 1 80.000 6.000 0.000 + 2 59.870 6.390 0.000 + 3 56.160 8.610 0.000 + 4 54.284 8.730 0.000 + 5 50.070 8.770 0.000 + 6 48.740 8.820 0.000 + 7 32.010 9.100 0.000 + 8 30.000 9.100 0.000 + 9 27.990 9.110 0.000 + 10 21.100 7.000 0.000 + 11 14.770 4.930 0.000 + 12 13.490 5.070 0.000 + 13 12.200 6.130 0.000 + 14 0.000 6.230 0.000 + 15 56.500 7.000 0.000 + 16 80.000 3.700 0.000 + 17 25.500 3.700 0.000 + 18 6.500 4.000 0.000 + 19 0.000 4.000 0.000 + 20 80.000 2.000 0.000 + 21 0.000 2.000 0.000 + 22 80.000 6.000 0.000 + 23 59.870 6.390 0.000 + 24 56.500 7.000 0.000 + 25 36.500 7.000 0.000 + 26 23.900 8.650 0.000 + 27 0.000 8.650 0.000 + 28 80.000 7.100 0.000 + 29 59.500 7.100 0.000 + 30 69.770 6.150 0.000 + 31 69.770 6.150 0.000 + 32 54.900 8.730 0.000 + 33 19.600 6.530 0.000 + 34 16.540 6.280 0.000 + 35 2.880 6.180 0.000 +[END OF POINTS] + +[CURVES] + 33 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 2 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 15 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 15 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 29 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 1 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 30 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 22 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 31 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 3 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 32 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 10 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 34 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 13 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 35 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 16 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 15 14 13 + 2 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 33 32 9 8 31 30 29 12 10 24 + 23 + 3 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 33 32 9 8 31 30 29 7 6 5 + 4 3 2 11 10 24 23 + 4 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 33 32 9 8 31 30 29 7 6 5 + 4 3 2 28 27 1 24 23 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 20 19 18 17 26 25 + 2 - PlLine number + 2 - number of curves on PlLine, next line(s) are curvenumbers + 22 21 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_1 + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + 2 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + 3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + 4 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Oyen hmp 573 +bestaande situatie + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 64.000 68.000 5 X-direction + 9.000 14.000 5 Y-direction + 6.000 4.000 4 Tangent lines + 30.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 50.50 53.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 30.000 30.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 30.000 30.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 30.00 = X co-ordinate indicating start of zone [m] + 30.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 30.00 = Left side minimum road [m] + 30.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/333.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/333.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/333.sti (revision 2226) @@ -0,0 +1,1632 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 26-01-2015 +TIME : 10:16:02 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150119\Stabiliteit\Geometries\333.sti +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +zandondergrond +SoilColor=65535 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zandtussenlaag +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=25.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, huidig +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, nieuw +SoilColor=8421631 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +weg +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=22.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, nieuw (c=phi=0) +SoilColor=12244224 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, huidig (c=phi=0) +SoilColor=10078879 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zandtussenlaag (c=phi=0) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zandondergrond +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 80 - Number of geometry points - + 1 85.000 7.800 0.000 + 2 76.499 7.800 0.000 + 3 75.720 7.800 0.000 + 4 70.460 7.960 0.000 + 5 68.500 8.055 0.000 + 6 68.010 8.079 0.000 + 7 66.888 8.133 0.000 + 8 65.100 8.220 0.000 + 9 56.770 11.550 0.000 + 10 55.300 11.770 0.000 + 11 52.210 11.830 0.000 + 12 49.610 11.740 0.000 + 13 48.090 11.600 0.000 + 14 43.620 9.630 0.000 + 15 39.840 9.476 0.000 + 16 31.350 9.130 0.000 + 17 22.140 8.150 0.000 + 18 19.810 7.600 0.000 + 19 19.429 7.511 0.000 + 20 12.942 5.981 0.000 + 21 12.810 5.950 0.000 + 22 0.000 5.950 0.000 + 23 85.000 6.204 0.000 + 24 75.599 6.257 0.000 + 25 73.483 6.350 0.000 + 26 68.500 6.570 0.000 + 27 67.934 7.767 0.000 + 28 65.100 7.921 0.000 + 29 65.100 6.720 0.000 + 30 64.810 7.937 0.000 + 31 63.191 8.585 0.000 + 32 56.798 11.238 0.000 + 33 63.277 8.051 0.000 + 34 61.593 8.410 0.000 + 35 60.020 9.338 0.000 + 36 58.976 9.954 0.000 + 37 55.208 11.428 0.000 + 38 52.205 11.489 0.000 + 39 49.684 11.392 0.000 + 40 12.804 5.450 0.000 + 41 0.000 5.450 0.000 + 42 12.791 4.450 0.000 + 43 0.000 4.450 0.000 + 44 62.087 7.036 0.000 + 45 57.780 7.399 0.000 + 46 52.511 7.500 0.000 + 47 46.483 7.399 0.000 + 48 41.670 7.239 0.000 + 49 33.593 6.154 0.000 + 50 31.268 6.141 0.000 + 51 26.663 5.922 0.000 + 52 24.198 5.805 0.000 + 53 18.241 5.269 0.000 + 54 14.031 4.686 0.000 + 55 13.030 4.496 0.000 + 56 85.000 4.385 0.000 + 57 57.757 5.733 0.000 + 58 52.500 5.800 0.000 + 59 46.729 5.638 0.000 + 60 41.990 5.510 0.000 + 61 29.044 5.318 0.000 + 62 25.158 5.081 0.000 + 63 17.906 3.965 0.000 + 64 13.045 3.248 0.000 + 65 0.000 3.169 0.000 + 66 85.000 -6.700 0.000 + 67 0.000 -6.700 0.000 + 68 85.000 7.800 0.000 + 69 75.720 7.800 0.000 + 70 70.457 7.961 0.000 + 71 65.100 8.220 0.000 + 72 56.770 9.750 0.000 + 73 47.520 11.350 0.000 + 74 0.000 11.350 0.000 + 75 85.000 8.630 0.000 + 76 75.720 8.930 0.000 + 77 65.100 9.190 0.000 + 78 43.620 9.920 0.000 + 79 1.000 11.350 0.000 + 80 48.729 11.141 0.000 +[END OF POINTS] + +[CURVES] + 82 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 26 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 6 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 26 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 28 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 32 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 30 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 36 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 10 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 39 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 21 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 40 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 29 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 51 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 52 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 54 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 55 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 56 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 57 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 58 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 59 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 60 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 61 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 62 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 63 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 64 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 66 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 69 68 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 69 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 71 70 + 74 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 72 71 + 75 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 74 73 + 76 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 76 75 + 77 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 77 76 + 78 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 78 77 + 79 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 79 78 + 80 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 74 79 + 81 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 80 72 + 82 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 73 80 +[END OF CURVES] + +[BOUNDARIES] + 12 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 70 + 1 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 69 68 67 66 65 64 63 62 61 + 2 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 47 60 59 58 57 56 55 54 53 52 + 51 50 49 48 29 24 23 22 + 3 - Boundary number + 29 - number of curves on boundary, next line(s) are curvenumbers + 47 46 44 20 19 18 17 16 15 14 + 13 12 43 42 41 40 9 34 39 38 + 37 36 35 31 30 29 24 23 22 + 4 - Boundary number + 28 - number of curves on boundary, next line(s) are curvenumbers + 45 44 20 19 18 17 16 15 14 13 + 12 43 42 41 40 9 34 39 38 37 + 36 35 31 30 29 24 23 22 + 5 - Boundary number + 27 - number of curves on boundary, next line(s) are curvenumbers + 21 20 19 18 17 16 15 14 13 12 + 43 42 41 40 9 34 39 38 37 36 + 35 31 30 29 24 23 22 + 6 - Boundary number + 25 - number of curves on boundary, next line(s) are curvenumbers + 21 20 19 18 17 16 15 14 13 12 + 11 10 9 34 39 38 37 36 35 31 + 30 29 24 23 22 + 7 - Boundary number + 22 - number of curves on boundary, next line(s) are curvenumbers + 21 20 19 18 17 16 15 14 13 12 + 11 10 9 34 33 32 31 30 29 24 + 23 22 + 8 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 21 20 19 18 17 16 15 14 13 12 + 11 10 9 8 28 30 29 24 23 22 + 9 - Boundary number + 22 - number of curves on boundary, next line(s) are curvenumbers + 21 20 19 18 17 16 15 14 13 12 + 11 10 9 8 28 27 26 5 25 24 + 23 22 + 10 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 21 20 19 18 17 16 15 14 13 12 + 11 10 9 8 7 6 5 25 24 23 + 22 + 11 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 21 20 19 18 17 16 15 14 13 12 + 11 10 9 8 7 6 5 4 3 2 + 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 12 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 12 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 12 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 75 82 81 74 73 72 71 + 2 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 80 79 78 77 76 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 11 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zandondergrond + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + zandtussenlaag + 1 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + weg + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijkverbetering Keent/Grave +Profiel 333 +Huidige situatie +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 1 : Zone plot on + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[FORBIDDEN LINES] + 1 - Forbidden lines + 1 + 55.00 11.80 - X1 Y1 + 60.00 10.00 - X2 Y2 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 11 Number of layers + 11 100 + 10 100 100 + 9 100 100 100 + 8 100 100 100 100 + 7 100 100 100 100 100 + 6 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 0 0 0 100 0 0 0 0 + 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 +[CIRCLES] + 60.548 65.548 11 X-direction + 26.285 31.285 11 Y-direction + 8.200 3.200 21 Tangent lines + 50.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 52.72 55.22 = xstart and xend + 30.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 8 +[LIFT SLIP DATA] + 50.000 50.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 50.000 50.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 11 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 11.60 = Diketable Height [m] + 48.09 = X co-ordinate indicating start of zone [m] + 55.30 = Boundary of M.H.W influence at X [m] + 8.22 = Boundary of M.H.W influence at Y [m] + 1.08 = Required safety in zone 1a + 1.08 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 50.00 = Left side minimum road [m] + 50.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series006/Dik(dike)_Loc(Grave_342_verbetering_met_taludverflauwing)_Mdl(Bishop)_1996-01-01T00_00_00z2.wmf =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Crevecoeur850,15.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Crevecoeur850,15.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Crevecoeur850,15.sti (revision 2226) @@ -0,0 +1,1303 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 24-2-2015 +TIME : 15:12:22 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150218\Stabiliteit\Geometries\Crevecoeur850,15.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +laag 1 dijkmateriaal (1) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.70 +SoilDilatancy=29.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 3 klei zandig +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.70 +SoilDilatancy=29.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 4 zware klei +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.65 +SoilPhi=23.96 +SoilDilatancy=23.96 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 6 zand +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 7 aanvulklei buiten +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 9 aanvulzand +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_laag 6 zand +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 43 - Number of geometry points - + 1 60.000 4.550 0.000 + 2 52.770 4.550 0.000 + 3 40.340 4.500 0.000 + 4 29.230 4.590 0.000 + 5 22.280 6.940 0.000 + 6 20.910 7.120 0.000 + 7 20.000 7.150 0.000 + 8 17.650 7.130 0.000 + 9 16.550 7.060 0.000 + 10 14.330 6.050 0.000 + 11 8.000 5.800 0.000 + 12 4.220 5.770 0.000 + 13 0.000 5.770 0.000 + 14 17.500 6.100 0.000 + 15 14.000 4.400 0.000 + 16 11.500 3.000 0.000 + 17 11.000 1.200 0.000 + 18 10.000 1.200 0.000 + 19 28.500 4.500 0.000 + 20 24.500 5.700 0.000 + 21 20.500 5.800 0.000 + 22 20.300 6.100 0.000 + 23 60.000 1.200 0.000 + 24 0.000 1.200 0.000 + 25 60.000 0.100 0.000 + 26 0.000 0.100 0.000 + 27 60.000 -5.000 0.000 + 28 0.000 -5.000 0.000 + 29 60.000 4.550 0.000 + 30 52.770 4.550 0.000 + 31 40.340 4.500 0.000 + 32 29.230 4.590 0.000 + 33 28.677 4.759 0.000 + 34 27.700 4.750 0.000 + 35 22.700 5.800 0.000 + 36 20.500 5.800 0.000 + 37 16.000 5.900 0.000 + 38 15.400 6.100 0.000 + 39 14.900 6.310 0.000 + 40 0.000 6.310 0.000 + 41 60.000 6.160 0.000 + 42 29.230 6.160 0.000 + 43 14.000 6.310 0.000 +[END OF POINTS] + +[CURVES] + 42 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 8 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 4 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 22 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 19 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 23 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 18 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 43 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 28 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 27 + 2 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 26 17 25 + 3 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 12 11 18 17 16 15 24 19 3 2 + 1 + 4 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 12 11 18 17 16 15 14 23 22 21 + 20 19 3 2 1 + 5 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 12 11 18 17 16 15 14 13 7 6 + 5 4 3 2 1 + 6 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 7 6 5 4 3 + 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 11 - number of curves on PlLine, next line(s) are curvenumbers + 42 41 40 39 38 37 36 35 34 33 + 32 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 31 30 29 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_laag 6 zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + laag 4 zware klei + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + laag 3 klei zandig + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + laag 1 dijkmateriaal (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + laag 9 aanvulzand + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + laag 7 aanvulklei buiten + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Crevecoeur-Bokhoven 850.15 +huidige situatie + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 100 100 + 4 100 100 100 + 3 100 100 100 100 + 2 100 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 50 0 0 0 50 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 +[CIRCLES] + 25.000 35.000 11 X-direction + 12.000 22.000 11 Y-direction + 4.000 0.000 9 Tangent lines + 20.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +bovenbelasting + 15.00 = magnitude + 18.50 21.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 6 +[LIFT SLIP DATA] + 20.000 20.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 20.000 20.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Grave 323.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Grave 323.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Grave 323.sti (revision 2226) @@ -0,0 +1,1244 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:54 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\Grave 323.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +Wegmateriaal +SoilColor=16575398 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=22.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Zand tussen (1) +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.21 +SoilPhi=26.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Huidige klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Zand diep +SoilColor=65535 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Klei nieuw +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_Zand diep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 56 - Number of geometry points - + 1 127.800 7.500 0.000 + 2 127.800 6.800 0.000 + 3 127.800 4.500 0.000 + 4 0.000 3.000 0.000 + 5 127.800 6.979 0.000 + 6 119.966 6.953 0.000 + 7 108.566 6.963 0.000 + 8 102.153 6.860 0.000 + 9 100.701 6.000 0.000 + 10 99.341 6.082 0.000 + 11 97.724 7.000 0.000 + 12 97.348 7.162 0.000 + 13 94.086 8.220 0.000 + 14 83.099 8.436 0.000 + 15 78.932 10.000 0.000 + 16 75.034 11.463 0.000 + 17 73.223 11.780 0.000 + 18 72.494 11.710 0.000 + 19 69.340 11.860 0.000 + 20 65.776 11.641 0.000 + 21 60.966 10.000 0.000 + 22 53.632 7.498 0.000 + 23 47.921 7.009 0.000 + 24 47.844 7.000 0.000 + 25 39.535 6.026 0.000 + 26 37.715 5.598 0.000 + 27 37.392 5.549 0.000 + 28 36.071 5.349 0.000 + 29 33.605 4.595 0.000 + 30 31.674 4.464 0.000 + 31 0.000 4.887 0.000 + 32 127.800 6.000 0.000 + 33 75.812 4.200 0.000 + 34 63.694 4.200 0.000 + 35 40.240 3.758 0.000 + 36 127.800 3.000 0.000 + 37 97.346 3.500 0.000 + 38 88.217 3.500 0.000 + 39 127.800 -5.000 0.000 + 40 0.000 -5.000 0.000 + 41 127.800 6.878 0.000 + 42 108.380 7.000 0.000 + 43 97.402 7.000 0.000 + 44 82.956 8.264 0.000 + 45 73.223 11.090 0.000 + 46 67.203 11.100 0.000 + 47 65.058 11.339 0.000 + 48 58.405 11.400 0.000 + 49 50.654 11.400 0.000 + 50 41.763 11.400 0.000 + 51 0.000 11.400 0.000 + 52 127.800 9.750 0.000 + 53 89.295 9.930 0.000 + 54 79.400 10.220 0.000 + 55 54.907 11.140 0.000 + 56 39.575 11.400 0.000 +[END OF POINTS] + +[CURVES] + 52 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 32 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 15 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 11 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 10 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 35 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 38 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 43 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 52 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 54 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 55 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 56 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 37 + 1 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 26 25 33 32 31 36 35 34 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 26 25 33 32 31 30 5 27 + 3 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 26 25 24 23 22 21 20 29 6 5 + 27 + 4 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 26 25 24 23 22 21 20 19 18 17 + 28 10 9 8 7 6 5 27 + 5 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 26 25 24 23 22 21 20 19 18 17 + 16 15 14 13 12 11 10 9 8 7 + 6 5 27 + 6 - Boundary number + 26 - number of curves on boundary, next line(s) are curvenumbers + 26 25 24 23 22 21 20 19 18 17 + 16 15 14 13 12 11 10 9 8 7 + 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 10 - number of curves on PlLine, next line(s) are curvenumbers + 47 46 45 44 43 42 41 40 39 38 + 2 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 52 51 50 49 48 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand diep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Zand tussen (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Zand tussen (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijring 36, Grave +Profiel 323 +Huidige situatie +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 100 100 + 4 100 100 100 + 3 100 100 100 100 + 2 100 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 0 100 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 +[CIRCLES] + 77.069 82.402 10 X-direction + 20.031 25.107 10 Y-direction + 9.000 3.000 10 Tangent lines + 69.340 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +13 kPa + 13.00 = magnitude + 70.75 73.24 = xstart and xend + 30.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 78.783 82.379 5 X-direction Left + 18.743 21.545 5 Y-direction Left + 81.175 85.594 15 X-direction Right + 7.627 11.186 10 Y-direction Right + 6.800 6.800 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 69.34 = X co-ordinate indicating start of zone [m] + 69.34 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 69.34 = Left side minimum road [m] + 69.34 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp515bi.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp515bi.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp515bi.sti (revision 2226) @@ -0,0 +1,1091 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:54 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\hmp515bi.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +zand (2) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (1) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijksmat +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamOvenDry=0.01 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 47 - Number of geometry points - + 1 -40.000 5.550 0.000 + 2 -26.200 5.450 0.000 + 3 -24.850 4.500 0.000 + 4 -24.250 4.250 0.000 + 5 -22.900 4.550 0.000 + 6 -21.950 5.250 0.000 + 7 -20.400 5.500 0.000 + 8 20.600 5.900 0.000 + 9 25.150 5.400 0.000 + 10 40.000 5.700 0.000 + 11 11.100 9.250 0.000 + 12 14.600 9.050 0.000 + 13 -6.250 10.500 0.000 + 14 -5.250 10.600 0.000 + 15 -2.800 11.000 0.000 + 16 -1.700 11.150 0.000 + 17 -0.200 11.100 0.000 + 18 0.000 11.050 0.000 + 19 3.750 10.800 0.000 + 20 5.750 10.300 0.000 + 21 7.850 9.600 0.000 + 22 0.250 11.000 0.000 + 23 2.750 10.850 0.000 + 24 -18.900 5.500 0.000 + 25 -6.300 9.950 0.000 + 26 -1.450 10.650 0.000 + 27 3.800 10.300 0.000 + 28 7.800 9.100 0.000 + 29 10.250 8.800 0.000 + 30 4.000 5.750 0.000 + 31 -40.000 2.100 0.000 + 32 -20.400 2.100 0.000 + 33 20.600 3.000 0.000 + 34 40.000 3.000 0.000 + 35 -40.000 -5.000 0.000 + 36 40.000 -5.000 0.000 + 37 -40.000 9.350 0.000 + 38 -9.450 9.350 0.000 + 39 -8.450 8.350 0.000 + 40 5.500 8.000 0.000 + 41 20.600 5.900 0.000 + 42 25.150 5.400 0.000 + 43 40.000 5.700 0.000 + 44 -40.000 9.050 0.000 + 45 15.000 7.850 0.000 + 46 20.600 7.500 0.000 + 47 40.000 7.500 0.000 +[END OF POINTS] + +[CURVES] + 45 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 8 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 13 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 22 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 11 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 11 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 8 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 +[END OF CURVES] + +[BOUNDARIES] + 6 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 36 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 33 34 35 + 2 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 23 30 32 7 + 8 + 3 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 23 30 31 29 + 9 10 7 8 + 4 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 23 24 25 26 + 27 28 29 9 10 7 8 + 5 - Boundary number + 22 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 11 12 13 14 + 15 16 17 18 19 20 21 22 9 10 + 7 8 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 6 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 6 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 6 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 37 38 39 40 41 42 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 43 44 45 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 5 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (2) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + dijksmat + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + zand (2) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + dijksmat + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-361580, Detailonderzoek Maasdijken +Vak B, hmp 515, binnenwaartse stab + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 5 Number of layers + 5 100 + 4 100 100 + 3 100 100 100 + 2 100 100 100 100 + 1 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 +[CIRCLES] + 20.000 20.000 1 X-direction + 28.500 28.500 1 Y-direction + 2.500 2.500 1 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 6 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 5 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00.sti.xml =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00.sti.xml (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00.sti.xml (revision 2226) @@ -0,0 +1,75 @@ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ No newline at end of file Index: IssueRelatedData/MWDAM-1393/workdir/live.InputTimeSeries.xml =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/live.InputTimeSeries.xml (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/live.InputTimeSeries.xml (revision 2226) @@ -0,0 +1,116 @@ + + + 0.0 + +

+ instantaneous + Grave_beneden + Waterlevel + + + + -9999.0 + Grebbe + m +
+ + + + + +
+ instantaneous + KERI317_1_G + Waterpressure + + + + -9999.0 + Grebbe + m +
+ + + +
+ +
+ instantaneous + KERI317_2_G + Waterpressure + + + + -9999.0 + Grebbe + m +
+ + + +
+ +
+ instantaneous + KERI317_3_G + Waterpressure + + + + -9999.0 + Grebbe + m +
+ + + +
+ +
+ instantaneous + KERI346_1_G + Waterpressure + + + + -9999.0 + Grebbe + m +
+ + + +
+ +
+ instantaneous + KERI346_2_G + Waterpressure + + + + -9999.0 + Grebbe + m +
+ + + +
+ +
+ instantaneous + KERI346_3_G + Waterpressure + + + + -9999.0 + Grebbe + m +
+ + + +
+ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series005/Dik(dike)_Loc(Grave_323)_Mdl(Bishop)_1996-01-01T00_00_00.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series005/Dik(dike)_Loc(Grave_323)_Mdl(Bishop)_1996-01-01T00_00_00.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series005/Dik(dike)_Loc(Grave_323)_Mdl(Bishop)_1996-01-01T00_00_00.sti (revision 2226) @@ -0,0 +1,998 @@ +Input file for DGSMstabDAM : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 27-03-2019 +TIME : 13:46:29 +FILENAME : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\.\mstabfiles\Series005\Dik(dike)_Loc(Grave_323)_Mdl(Bishop)_1996-01-01T00_00_00.sti +CREATED BY : DGeoStability version 15.1.2.4 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1004 +[END OF VERSION] + +[SOIL COLLECTION] + 4 = number of items +[SOIL] +wl_Zand diep +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=1 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand tussen (1) +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=1.21 +SoilPhi=26.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Huidige klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_klei +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=1.00 +SoilPhi=27.50 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 57 - Number of geometry points - + 1 0.000 4.887 0.000 + 2 31.674 4.464 0.000 + 3 33.605 4.595 0.000 + 4 36.071 5.349 0.000 + 5 37.392 5.549 0.000 + 6 37.715 5.598 0.000 + 7 39.535 6.026 0.000 + 8 47.844 7.000 0.000 + 9 47.921 7.009 0.000 + 10 53.632 7.498 0.000 + 11 60.966 10.000 0.000 + 12 65.776 11.641 0.000 + 13 69.340 11.860 0.000 + 14 70.723 11.794 0.000 + 15 72.494 11.710 0.000 + 16 72.534 11.714 0.000 + 17 73.223 11.780 0.000 + 18 75.034 11.463 0.000 + 19 78.932 10.000 0.000 + 20 83.099 8.436 0.000 + 21 94.086 8.220 0.000 + 22 97.348 7.162 0.000 + 23 97.724 7.000 0.000 + 24 99.341 6.082 0.000 + 25 100.701 6.000 0.000 + 26 102.153 6.860 0.000 + 27 108.566 6.963 0.000 + 28 119.966 6.953 0.000 + 29 127.800 6.979 0.000 + 30 0.000 -5.000 0.000 + 31 127.800 -5.000 0.000 + 32 40.240 3.758 0.000 + 33 63.694 4.200 0.000 + 34 75.812 4.200 0.000 + 35 88.217 3.500 0.000 + 36 97.346 3.500 0.000 + 37 127.800 3.000 0.000 + 38 127.800 6.000 0.000 + 39 0.000 7.000 0.000 + 40 65.776 6.639 0.000 + 41 73.223 5.500 0.000 + 42 97.971 6.860 0.000 + 43 127.800 6.860 0.000 + 44 47.844 7.000 0.000 + 45 83.099 8.436 0.000 + 46 97.348 7.162 0.000 + 47 102.153 6.860 0.000 + 48 0.000 -5.000 0.000 + 49 127.800 -5.000 0.000 + 50 0.000 6.142 0.000 + 51 1.000 6.142 0.000 + 52 33.605 6.142 0.000 + 53 35.000 6.237 0.000 + 54 84.000 6.202 0.000 + 55 127.800 6.202 0.000 + 56 0.000 -5.000 0.000 + 57 127.800 -5.000 0.000 +[END OF POINTS] + +[CURVES] + 54 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 32 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 24 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 38 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 23 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 19 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 44 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 40 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 45 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 42 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 47 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 43 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 57 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 5 6 7 8 9 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 5 6 10 11 12 + 3 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 5 6 10 11 32 33 34 + 35 + 4 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 2 3 13 14 15 16 17 18 19 11 + 32 33 34 35 + 5 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 2 3 13 14 15 16 17 20 21 22 + 23 24 25 26 27 19 11 32 33 34 + 35 + 6 - Boundary number + 28 - number of curves on boundary, next line(s) are curvenumbers + 2 3 13 14 15 16 17 20 21 22 + 28 29 36 37 38 39 30 31 24 25 + 26 27 19 11 32 33 34 35 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 8 - number of curves on PlLine, next line(s) are curvenumbers + 40 41 42 43 44 45 46 47 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 48 + 3 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 49 50 51 52 53 + 4 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 54 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand diep + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Zand tussen (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Zand tussen (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 1 : Zone plot on + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 100 100 + 4 100 100 100 + 3 100 100 100 100 + 2 100 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 +[CIRCLES] + 69.500 94.500 10 X-direction + 11.852 36.852 10 Y-direction + 6.000 0.148 13 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeersbelasting + 13.30 = magnitude + 70.72 73.22 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 1.50 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + -1 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 3 3 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[WATER PRESSURE ON HORIZONTAL BAR] + 0 Use water pressure on horizontal bar +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 11.64 = Diketable Height [m] + 3.00 = Width top rest profile [m] + 65.78 = X co-ordinate indicating start of zone [m] + 127.79 = Boundary of M.H.W influence at X [m] + 11.85 = Boundary of M.H.W influence at Y [m] + 1.00 = Required safety in zone 1a + 1.00 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series004/Dik(dike)_Loc(DEM340V)_Mdl(Bishop)_1996-01-01T00_00_00z2.jpg =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/324+31.sto =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/324+31.sto (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/324+31.sto (revision 2226) @@ -0,0 +1,701 @@ +Programma : D-Geo Stability +Versie : 16.2.1.4 +Licentie : Unknown +Bedrijf : +Datum : 27-2-2017 +Tijd : 11:52:15 + +Uitvoerbestand: \\tsclient\W\WK\4. Projecten\1. DAM\3. 2015\1. PWK\Stabiliteit\Geometries\324+31.sto +Invoerbestand: \\tsclient\W\WK\4. Projecten\1. DAM\3. 2015\1. PWK\Stabiliteit\Geometries\324+31.sti +========================== BEGIN VAN GEGEVENS ========================== + + + WEERGAVE VAN DE INVOER + ====================== + + + Probleemidentificatie : Dijkverbetering Keent/Grave + : Profiel 324 + 31 + + Berekeningsmodel : Bishop + Default schuifsterkte : C phi + Zone type : Nieuw + + LAAGSCHEIDINGEN + =============== + + Laagsch. no.| Co-ordinates [m] + ------------|---------------------------------------------------- + | + 13 - X - | 0.00 5.16 7.50 26.35 28.93 33.89 + 13 - Y - | 6.33 6.34 6.39 6.77 7.00 7.44 + | + 13 - X - | 34.37 40.29 42.37 44.63 45.00 48.47 + 13 - Y - | 7.62 9.83 10.61 11.46 11.60 11.87 + | + 13 - X - | 50.00 54.00 54.95 57.15 64.26 64.83 + 13 - Y - | 11.99 11.81 11.79 11.43 8.59 8.56 + | + 13 - X - | 68.20 69.09 77.00 81.00 85.00 90.00 + 13 - Y - | 8.40 8.28 7.17 7.18 7.07 6.96 + | + 12 - X - | 0.00 5.16 7.50 26.35 28.93 33.89 + 12 - Y - | 6.33 6.34 6.39 6.77 7.00 7.44 + | + 12 - X - | 34.37 40.29 42.37 44.63 45.00 48.47 + 12 - Y - | 7.62 9.83 10.61 11.46 11.60 11.87 + | + 12 - X - | 50.00 54.00 54.95 57.15 64.26 64.83 + 12 - Y - | 11.99 11.81 11.79 11.43 8.59 8.56 + | + 12 - X - | 68.20 68.24 69.03 69.09 77.00 81.00 + 12 - Y - | 8.40 8.04 7.96 8.28 7.17 7.18 + | + 12 - X - | 85.00 90.00 + 12 - Y - | 7.07 6.96 + | + 11 - X - | 0.00 5.16 7.50 26.35 28.93 33.89 + 11 - Y - | 6.33 6.34 6.39 6.77 7.00 7.44 + | + 11 - X - | 34.37 40.29 42.37 44.63 45.00 48.47 + 11 - Y - | 7.62 9.83 10.61 11.46 11.60 11.87 + | + 11 - X - | 50.00 54.00 54.95 57.15 57.18 59.57 + 11 - Y - | 11.99 11.81 11.79 11.43 11.05 10.08 + | + 11 - X - | 64.00 64.25 64.26 64.83 68.20 68.24 + 11 - Y - | 8.26 8.27 8.59 8.56 8.40 8.04 + | + 11 - X - | 69.03 69.09 77.00 81.00 85.00 90.00 + 11 - Y - | 7.96 8.28 7.17 7.18 7.07 6.96 + | + 10 - X - | 0.00 5.16 7.50 26.35 28.93 33.89 + 10 - Y - | 6.33 6.34 6.39 6.77 7.00 7.44 + | + 10 - X - | 34.37 40.29 42.37 44.63 45.00 48.47 + 10 - Y - | 7.62 9.83 10.61 11.46 11.60 11.87 + | + 10 - X - | 50.00 54.00 54.95 57.15 57.18 59.02 + 10 - Y - | 11.99 11.81 11.79 11.43 11.05 10.18 + | + 10 - X - | 59.57 64.00 64.25 64.26 64.83 68.20 + 10 - Y - | 10.08 8.26 8.27 8.59 8.56 8.40 + | + 10 - X - | 68.24 69.03 69.09 77.00 81.00 85.00 + 10 - Y - | 8.04 7.96 8.28 7.17 7.18 7.07 + | + 10 - X - | 90.00 + 10 - Y - | 6.96 + | + 9 - X - | 0.00 5.16 7.50 26.35 28.93 33.89 + 9 - Y - | 6.33 6.34 6.39 6.77 7.00 7.44 + | + 9 - X - | 34.37 40.29 42.37 44.63 45.00 48.47 + 9 - Y - | 7.62 9.83 10.61 11.46 11.60 11.87 + | + 9 - X - | 50.00 54.00 54.95 57.15 57.18 59.02 + 9 - Y - | 11.99 11.81 11.79 11.43 11.05 10.18 + | + 9 - X - | 61.68 62.78 63.06 64.00 64.25 64.26 + 9 - Y - | 8.92 8.40 8.27 8.26 8.27 8.59 + | + 9 - X - | 64.83 68.20 68.24 69.03 69.09 77.00 + 9 - Y - | 8.56 8.40 8.04 7.96 8.28 7.17 + | + 9 - X - | 81.00 85.00 90.00 + 9 - Y - | 7.18 7.07 6.96 + | + 8 - X - | 0.00 5.16 7.50 26.35 28.93 33.89 + 8 - Y - | 6.33 6.34 6.39 6.77 7.00 7.44 + | + 8 - X - | 34.37 40.29 42.37 44.63 45.00 48.47 + 8 - Y - | 7.62 9.83 10.61 11.46 11.60 11.87 + | + 8 - X - | 48.50 50.01 53.90 54.00 54.95 57.15 + 8 - Y - | 11.50 11.56 11.36 11.81 11.79 11.43 + | + 8 - X - | 57.18 59.02 61.68 62.78 63.06 64.00 + 8 - Y - | 11.05 10.18 8.92 8.40 8.27 8.26 + | + 8 - X - | 64.25 64.26 64.83 68.20 68.24 69.03 + 8 - Y - | 8.27 8.59 8.56 8.40 8.04 7.96 + | + 8 - X - | 69.09 77.00 81.00 85.00 90.00 + 8 - Y - | 8.28 7.17 7.18 7.07 6.96 + | + 7 - X - | 0.00 5.16 7.50 26.35 28.93 33.89 + 7 - Y - | 6.33 6.34 6.39 6.77 7.00 7.44 + | + 7 - X - | 34.37 40.29 42.37 48.55 52.54 55.19 + 7 - Y - | 7.62 9.83 10.61 11.00 11.00 10.92 + | + 7 - X - | 59.02 61.68 62.78 63.06 64.00 64.25 + 7 - Y - | 10.18 8.92 8.40 8.27 8.26 8.27 + | + 7 - X - | 64.26 64.83 68.20 68.24 69.03 69.09 + 7 - Y - | 8.59 8.56 8.40 8.04 7.96 8.28 + | + 7 - X - | 77.00 81.00 85.00 90.00 + 7 - Y - | 7.17 7.18 7.07 6.96 + | + 6 - X - | 0.00 5.16 7.50 26.35 28.93 33.89 + 6 - Y - | 6.33 6.34 6.39 6.77 7.00 7.44 + | + 6 - X - | 34.37 42.86 48.63 50.41 51.26 53.49 + 6 - Y - | 7.62 7.60 7.50 7.50 7.50 7.67 + | + 6 - X - | 56.18 59.71 62.78 63.06 64.00 64.25 + 6 - Y - | 8.04 8.31 8.40 8.27 8.26 8.27 + | + 6 - X - | 64.26 64.83 68.20 68.24 69.03 69.09 + 6 - Y - | 8.59 8.56 8.40 8.04 7.96 8.28 + | + 6 - X - | 77.00 81.00 85.00 90.00 + 6 - Y - | 7.17 7.18 7.07 6.96 + | + 5 - X - | 0.00 5.16 7.50 26.35 28.93 33.89 + 5 - Y - | 6.33 6.34 6.39 6.77 7.00 7.44 + | + 5 - X - | 34.37 42.86 48.63 50.41 51.30 55.82 + 5 - Y - | 7.62 7.60 7.50 7.50 7.04 6.99 + | + 5 - X - | 58.98 61.58 63.93 64.81 76.89 90.00 + 5 - Y - | 6.77 6.51 6.20 6.20 6.20 6.20 + | + 4 - X - | 0.00 5.16 7.50 8.15 9.79 10.42 + 4 - Y - | 6.33 6.34 6.39 6.07 5.24 5.00 + | + 4 - X - | 11.64 12.56 16.12 16.82 20.26 26.36 + 4 - Y - | 4.73 4.48 4.44 4.86 4.96 5.28 + | + 4 - X - | 28.93 28.93 28.93 28.93 33.89 34.37 + 4 - Y - | 5.56 6.36 6.84 7.00 7.44 7.62 + | + 4 - X - | 42.86 48.63 50.41 51.30 55.82 58.98 + 4 - Y - | 7.60 7.50 7.50 7.04 6.99 6.77 + | + 4 - X - | 61.58 63.93 64.81 76.89 90.00 + 4 - Y - | 6.51 6.20 6.20 6.20 6.20 + | + 3 - X - | 0.00 5.16 7.50 8.15 9.79 10.42 + 3 - Y - | 6.33 6.34 6.39 6.07 5.24 5.00 + | + 3 - X - | 11.64 12.56 16.12 16.82 20.26 31.30 + 3 - Y - | 4.73 4.48 4.44 4.86 4.96 5.00 + | + 3 - X - | 34.89 38.36 42.11 45.29 48.51 51.30 + 3 - Y - | 5.00 5.47 6.29 6.78 7.01 7.04 + | + 3 - X - | 55.82 58.98 61.58 63.93 64.81 76.89 + 3 - Y - | 6.99 6.77 6.51 6.20 6.20 6.20 + | + 3 - X - | 90.00 + 3 - Y - | 6.20 + | + 2 - X - | 0.00 10.42 11.64 12.56 16.12 16.82 + 2 - Y - | 5.00 5.00 4.73 4.48 4.44 4.86 + | + 2 - X - | 20.26 31.30 34.89 38.36 42.11 45.29 + 2 - Y - | 4.96 5.00 5.00 5.47 6.29 6.78 + | + 2 - X - | 48.51 51.30 55.82 58.98 61.58 63.93 + 2 - Y - | 7.01 7.04 6.99 6.77 6.51 6.20 + | + 2 - X - | 64.81 76.89 90.00 + 2 - Y - | 6.20 6.20 6.20 + | + 1 - X - | 0.00 4.97 11.92 17.79 35.57 40.39 + 1 - Y - | 3.41 3.33 2.98 3.48 3.69 4.54 + | + 1 - X - | 44.85 52.50 60.90 63.85 69.10 74.29 + 1 - Y - | 5.53 5.88 5.51 4.93 4.93 4.99 + | + 1 - X - | 90.00 + 1 - Y - | 4.99 + | + 0 - X - | 0.00 90.00 + 0 - Y - | -6.70 -6.70 + + + + PN LIJNEN + ========= + + PN lijn no. | Co-ordinates [m] + ------------|---------------------------------------------------- + | + 1 - X - | 0.00 44.36 45.31 54.95 64.26 68.20 + 1 - Y - | 11.36 11.35 10.85 10.36 8.59 8.40 + | + 1 - X - | 69.09 77.00 81.00 85.00 90.00 + 1 - Y - | 8.28 7.17 7.18 7.07 6.96 + | + 2 - X - | 0.00 10.00 33.89 64.26 77.00 90.00 + 2 - Y - | 11.36 11.36 10.49 7.90 7.90 7.52 + + + + + Soortelijk gewicht van water gebruikt voor berekening: 9.81 [kN/m3] + Het grondwaterniveau wordt bepaald door PN-lijn nummer 1 + + + + REFERENTIE LIJN SU + ================== + + + | Co-ordinates [m] +--------- |----------------------------------------------------------- + | + - X - | 0.00 5.16 7.50 26.35 28.93 33.89 34.37 + - Y - | 6.33 6.34 6.39 6.77 7.00 7.44 7.62 + | +--------- |----------------------------------------------------------- + | + - X - | 40.29 42.37 44.63 45.00 48.47 48.50 50.01 + - Y - | 9.83 10.61 11.46 11.60 11.87 11.50 11.56 + | +--------- |----------------------------------------------------------- + | + - X - | 53.90 54.00 54.95 57.15 57.18 59.02 61.68 + - Y - | 11.36 11.81 11.79 11.43 11.05 10.18 8.92 + | +--------- |----------------------------------------------------------- + | + - X - | 62.78 63.06 64.00 64.25 64.26 64.83 68.20 + - Y - | 8.40 8.27 8.26 8.27 8.59 8.56 8.40 + | +--------- |----------------------------------------------------------- + | + - X - | 68.24 69.03 69.09 77.00 81.00 85.00 90.00 + - Y - | 8.04 7.96 8.28 7.17 7.18 7.07 6.96 + | +--------- |----------------------------------------------------------- + | + - X - | + - Y - | + + + Volume gewicht, droog 16.00 [kN/m3] + Volume gewicht, nat 18.00 [kN/m3] + + + + VERBODEN LIJNEN + =============== + + Lijn | X-begin | Y-begin | X-einde | Y-einde | + nummer | [m] | [m] | [m] | [m] | + ------------|---------|---------|---------|---------| + 1 | 59.20 | 10.84 | 54.20 | 10.84 | + + + + GRONDEIGENSCHAPPEN + ================== + + Laag no. | Materiaalnaam + ---------|----------------------------- + 13 | weg + 12 | klei, nieuw + 11 | klei, nieuw + 10 | klei, nieuw + 9 | weg + 8 | klei, huidig + 7 | zandtussenlaag + 6 | klei, huidig + 5 | klei, nieuw + 4 | klei, huidig + 3 | klei, huidig + 2 | zandtussenlaag + 1 | wl_zandondergrond + + Laag | Gam usat| Gam sat | PN-lijn | PN-lijn | + nummer | [kN/m3] | [kN/m3] |bovenkant|onderkant| + ---------|---------|---------|---------|---------| + 13 | 20.00 | 22.00 | 1 | 1 | + 12 | 16.00 | 18.00 | 1 | 1 | + 11 | 16.00 | 18.00 | 1 | 1 | + 10 | 16.00 | 18.00 | 1 | 1 | + 9 | 20.00 | 22.00 | 1 | 1 | + 8 | 18.50 | 19.20 | 1 | 1 | + 7 | 18.00 | 20.00 | 1 | 1 | + 6 | 18.50 | 19.20 | 1 | 1 | + 5 | 16.00 | 18.00 | 1 | 1 | + 4 | 18.50 | 19.20 | 1 | 1 | + 3 | 18.50 | 19.20 | 1 | 1 | + 2 | 18.00 | 20.00 | 99 | 99 | + 1 | 19.00 | 21.00 | 2 | - | + + Laag | Cohesie | Phi |Dilatant.| S | POP | m | + nummer | [kN/m2] | [graden]| [graden]| [ - ] | [kN/m2] | [ - ] | + ---------|---------|---------|---------|---------|---------|---------| + 13 | 0.00 | 34.96 | 34.96 | - | - | - | + 12 | 2.00 | 19.04 | 19.04 | - | - | - | + 11 | 2.00 | 19.04 | 19.04 | - | - | - | + 10 | 2.00 | 19.04 | 19.04 | - | - | - | + 9 | 0.00 | 34.96 | 34.96 | - | - | - | + 8 | 1.28 | 24.08 | 24.08 | - | - | - | + 7 | 0.00 | 25.69 | 25.69 | - | - | - | + 6 | 1.28 | 24.08 | 24.08 | - | - | - | + 5 | 2.00 | 19.04 | 19.04 | - | - | - | + 4 | 1.28 | 24.08 | 24.08 | - | - | - | + 3 | 1.28 | 24.08 | 24.08 | - | - | - | + 2 | 0.00 | 25.69 | 25.69 | - | - | - | + 1 | 0.00 | 30.26 | 30.26 | - | - | - | + + Laag | Su boven| Su onder| Su grad.| + nummer | [kN/m2] | [kN/m2] |[kN/m2/m]| + ---------|---------|---------|---------| + 13 | - | - | - | + 12 | - | - | - | + 11 | - | - | - | + 10 | - | - | - | + 9 | - | - | - | + 8 | - | - | - | + 7 | - | - | - | + 6 | - | - | - | + 5 | - | - | - | + 4 | - | - | - | + 3 | - | - | - | + 2 | - | - | - | + 1 | - | - | - | + + + + Geen consolidatiegraad <> 100% ingevoerd. + + + + MIDDELPUNT VAN GRID EN TANGENTLIJNEN + ==================================== + + X coordinaat grid links : 57.65 [m] + X coordinaat grid rechts : 62.65 [m] + Aantal gridpunten in X - richting : 11 + + Y coordinaat grid onderkant : 28.32 [m] + Y coordinaat grid bovenkant : 33.32 [m] + Aantal gridpunten in Y - richting : 11 + + Y coordinaat tangent kleinste cirkel : 8.66 [m] + Y coordinaat tangent grootste cirkel : 5.66 [m] + Aantal cirkels per gridpunt : 13 + + Geen vaste punten ingevoerd. + + Totaal aantal middelpunten in het grid: 121 + Totaal aantal glijcirkels in het grid: 1573 + + + + GEMETEN GRENSSPANNING + ===================== + + Geen gemeten grensspanning ingevoerd. + LIJNLASTEN + ========== + + Geen lijnlast ingevoerd. + + + + UNIFORME BELASTING + ================== + + Uniforme | Grootte | X begin | X eind |Verdeling| Belasting | + belasting | [kN/m] | [m] | [m] | graden | Type | + ------------|---------|---------|---------|---------|-----------| + 1 | 13.30 | 51.47 | 53.97 | 30.00 | Tijdelijk | + + + + BOOM OP HELLING + =============== + + Geen boom op helling ingevoerd. + + + + CONSOLIDATIEGRAAD: TIJDELIJKE BELASTINGEN + ========================================= + + Laagnummer | Consolidatiegraad + -------------|------------------------- + 13 | 100 + 12 | 0 + 11 | 0 + 10 | 0 + 9 | 100 + 8 | 0 + 7 | 100 + 6 | 0 + 5 | 0 + 4 | 0 + 3 | 0 + 2 | 100 + 1 | 100 + + + + GEOTEXTIELEN + ============ + + Geen geotextielen ingevoerd. + + + + AARDBEVING + ========== + + Geen aardbevingsfactoren ingevoerd. + + + + ZONE + ==== + + Dijktafelhoogte [m] = 11.60 + X coordinate zonebegin [m] = 45.00 + Grens van invloed van M.H.W. bij X [m] = 54.95 + Grens van invloed van M.H.W. bij Y [m] = 8.59 + Vereiste veiligheid in zone 1a = 1.08 + Vereiste veiligheid in zone 1b = 1.08 + Vereiste veiligheid in zone 2a = 1.00 + Vereiste veiligheid in zone 2b = 1.00 + Linkerzijde van de minimale weg [m] = 50.00 + Rechterzijde van de minimale weg [m] = 50.00 + Vereiste veiligheid in zone 3a = 0.90 + Vereiste veiligheid in zone 3b = 0.90 + Stabiliteitsberekeningszijde = rechts + Reductiefactor voor verkneding = 0.50 + Schematisatie reductiefactor = 0.80 + Overslag <= 0.1 l/m/s + + + +***************** De invoer is gecontroleerd en is correct. **************** +****************************************************************************** + + + RESULTATEN VAN STABILITEITSANALYSE + ================================== + + + + Het middelpunt van de kritieke cirkel ligt op de rand van het grid. + + Nieuw grid met : X minimum = 58.15 [m] + X maximum = 63.15 [m] + Y minimum = 27.82 [m] + Y maximum = 32.82 [m] + + + Het middelpunt van de kritieke cirkel ligt op de rand van het grid. + + Nieuw grid met : X minimum = 58.65 [m] + X maximum = 63.65 [m] + Y minimum = 27.32 [m] + Y maximum = 32.32 [m] + + + Het middelpunt van de kritieke cirkel ligt op de rand van het grid. + + Nieuw grid met : X minimum = 59.15 [m] + X maximum = 64.15 [m] + Y minimum = 26.82 [m] + Y maximum = 31.82 [m] + + + Het middelpunt van de kritieke cirkel ligt op de rand van het grid. + + Nieuw grid met : X minimum = 59.15 [m] + X maximum = 64.15 [m] + Y minimum = 26.32 [m] + Y maximum = 31.32 [m] + + + Het middelpunt van de kritieke cirkel ligt op de rand van het grid. + + Nieuw grid met : X minimum = 59.15 [m] + X maximum = 64.15 [m] + Y minimum = 25.82 [m] + Y maximum = 30.82 [m] + + + Het middelpunt van de kritieke cirkel ligt op de rand van het grid. + + Nieuw grid met : X minimum = 59.15 [m] + X maximum = 64.15 [m] + Y minimum = 25.32 [m] + Y maximum = 30.32 [m] + + + Het middelpunt van de kritieke cirkel ligt op de rand van het grid. + + Nieuw grid met : X minimum = 59.15 [m] + X maximum = 64.15 [m] + Y minimum = 24.82 [m] + Y maximum = 29.82 [m] + + + Het middelpunt van de kritieke cirkel ligt op de rand van het grid. + + Nieuw grid met : X minimum = 59.15 [m] + X maximum = 64.15 [m] + Y minimum = 24.32 [m] + Y maximum = 29.32 [m] + + + Het middelpunt van de kritieke cirkel ligt op de rand van het grid. + + Nieuw grid met : X minimum = 59.15 [m] + X maximum = 64.15 [m] + Y minimum = 23.82 [m] + Y maximum = 28.82 [m] + + + Het middelpunt van de kritieke cirkel ligt op de rand van het grid. + + Nieuw grid met : X minimum = 59.15 [m] + X maximum = 64.15 [m] + Y minimum = 23.32 [m] + Y maximum = 28.32 [m] + + + Het middelpunt van de kritieke cirkel ligt op de rand van het grid. + + Nieuw grid met : X minimum = 59.15 [m] + X maximum = 64.15 [m] + Y minimum = 22.82 [m] + Y maximum = 27.82 [m] + + + Het middelpunt van de kritieke cirkel ligt op de rand van het grid. + + Nieuw grid met : X minimum = 59.15 [m] + X maximum = 64.15 [m] + Y minimum = 22.32 [m] + Y maximum = 27.32 [m] + + + Het middelpunt van de kritieke cirkel ligt op de rand van het grid. + + Nieuw grid met : X minimum = 59.15 [m] + X maximum = 64.15 [m] + Y minimum = 21.82 [m] + Y maximum = 26.82 [m] + + + Het middelpunt van de kritieke cirkel ligt op de rand van het grid. + + Nieuw grid met : X minimum = 59.15 [m] + X maximum = 64.15 [m] + Y minimum = 21.32 [m] + Y maximum = 26.32 [m] + + + Het middelpunt van de kritieke cirkel ligt op de rand van het grid. + + Nieuw grid met : X minimum = 59.15 [m] + X maximum = 64.15 [m] + Y minimum = 20.82 [m] + Y maximum = 25.82 [m] + + + Het middelpunt van de kritieke cirkel ligt op de rand van het grid. + + Nieuw grid met : X minimum = 59.15 [m] + X maximum = 64.15 [m] + Y minimum = 20.32 [m] + Y maximum = 25.32 [m] + + + Het middelpunt van de kritieke cirkel ligt op de rand van het grid. + + Nieuw grid met : X minimum = 59.15 [m] + X maximum = 64.15 [m] + Y minimum = 19.82 [m] + Y maximum = 24.82 [m] + + + Informatie over de kritieke cirkel : Fmin = 1.302 + Gebruikte berekeningsmethode : Bishop - C phi + ============================================================================= + + X coordinaat middelpunt : 62.15 [m] + Y coordinaat middelpunt : 20.32 [m] + Staal van de kritieke cirkel : 12.91 [m] + + Het middelpunt van de kritieke cirkel wordt ingesloten + + Totaal aandrijvend moment : 1836.83 [kNm/m] + Drijvend moment vrij water : -0.18 [kNm/m] + Drijvend moment ext. belastingen: 189.30 [kNm/m] + Ge�tereerde weerstandsmoment : 2392.12 [kNm/m] + Niet-ge�tereerde weerstandsmom. : 2320.15 [kNm/m] + + + + Informatie over glijvlak per zone : Fmin = 1.905 + : Zone = 1A + Gebruikte berekeningsmethode : Bishop - C phi + ============================================================================= + + X coordinaat middelpunt : 61.15 [m] + Y coordinaat middelpunt : 34.32 [m] + Staal van de kritieke cirkel : 27.91 [m] + + Het middelpunt van de kritieke cirkel wordt ingesloten + + Totaal aandrijvend moment : 6446.98 [kNm/m] + Drijvend moment vrij water : -0.29 [kNm/m] + Drijvend moment ext. belastingen: 280.43 [kNm/m] + Ge�tereerde weerstandsmoment : 12280.69 [kNm/m] + Niet-ge�tereerde weerstandsmom. : 11842.29 [kNm/m] + + + + Geen goed glijvlak gevonden. + in zone 1B + + + Informatie over glijvlak per zone : Fmin = 1.302 + : Zone = 2A + Gebruikte berekeningsmethode : Bishop - C phi + ============================================================================= + + X coordinaat middelpunt : 62.15 [m] + Y coordinaat middelpunt : 20.32 [m] + Staal van de kritieke cirkel : 12.91 [m] + + Het middelpunt van de kritieke cirkel wordt ingesloten + + Totaal aandrijvend moment : 1836.83 [kNm/m] + Drijvend moment vrij water : -0.18 [kNm/m] + Drijvend moment ext. belastingen: 189.30 [kNm/m] + Ge�tereerde weerstandsmoment : 2392.12 [kNm/m] + Niet-ge�tereerde weerstandsmom. : 2320.15 [kNm/m] + + + + Geen goed glijvlak gevonden. + in zone 2B + + + Geen goed glijvlak gevonden. + in zone 3A + + + Geen goed glijvlak gevonden. + in zone 3B + + + + EINDE VAN D-Geo Stability UITVOER + ================================= + + + EINDE VAN D-Geo Stability UITVOER + ================================= Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/BokhovenOv894.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/BokhovenOv894.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/BokhovenOv894.sti (revision 2226) @@ -0,0 +1,1214 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 24-2-2015 +TIME : 15:12:22 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150218\Stabiliteit\Geometries\BokhovenOv894.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +laag 1 dijkmateriaal (3) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.50 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=8.09 +SoilPhi=16.60 +SoilDilatancy=16.60 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 2 klei (1) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.07 +SoilPhi=23.10 +SoilDilatancy=23.10 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 3 klei zandig (2) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=33.17 +SoilDilatancy=33.17 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 4 zand +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 5 aanvulklei +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_laag 4 zand +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 51 - Number of geometry points - + 1 116.290 2.760 0.000 + 2 86.870 1.970 0.000 + 3 82.530 3.590 0.000 + 4 74.570 3.660 0.000 + 5 67.810 6.100 0.000 + 6 66.770 6.370 0.000 + 7 64.110 6.490 0.000 + 8 61.420 6.370 0.000 + 9 55.680 6.020 0.000 + 10 49.710 3.770 0.000 + 11 39.760 3.030 0.000 + 12 19.300 2.830 0.000 + 13 0.000 2.910 0.000 + 14 66.110 6.200 0.000 + 15 60.110 6.100 0.000 + 16 53.910 4.100 0.000 + 17 51.610 3.000 0.000 + 18 39.760 2.030 0.000 + 19 0.000 2.000 0.000 + 20 67.610 3.000 0.000 + 21 116.290 1.400 0.000 + 22 75.610 1.400 0.000 + 23 116.290 -5.000 0.000 + 24 0.000 -5.000 0.000 + 25 116.290 2.760 0.000 + 26 97.570 2.750 0.000 + 27 82.530 3.590 0.000 + 28 73.160 3.820 0.000 + 29 71.810 4.400 0.000 + 30 67.610 4.800 0.000 + 31 61.110 5.200 0.000 + 32 60.310 5.400 0.000 + 33 57.110 5.900 0.000 + 34 51.110 4.100 0.000 + 35 39.760 3.030 0.000 + 36 0.000 2.910 0.000 + 37 19.300 2.000 0.000 + 38 73.160 3.820 0.000 + 39 74.570 3.660 0.000 + 40 85.410 3.220 0.000 + 41 87.270 1.960 0.000 + 42 88.240 2.490 0.000 + 43 85.710 3.000 0.000 + 44 97.570 2.750 0.000 + 45 88.240 2.490 0.000 + 46 87.270 1.960 0.000 + 47 86.870 1.970 0.000 + 48 85.710 3.000 0.000 + 49 85.410 3.220 0.000 + 50 19.300 2.830 0.000 + 51 49.710 3.770 0.000 +[END OF POINTS] + +[CURVES] + 50 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 5 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 4 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 20 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 22 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 18 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 37 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 4 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 38 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 27 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 39 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 40 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 41 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 2 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 43 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 43 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 1 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 44 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 26 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 49 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 35 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 50 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 34 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 51 +[END OF CURVES] + +[BOUNDARIES] + 6 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 19 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 28 27 14 16 18 17 + 2 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 28 27 14 16 38 36 34 35 40 39 + 3 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 28 27 14 13 15 1 33 37 36 34 + 35 40 39 + 4 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 28 27 14 13 12 11 10 30 29 1 + 33 37 36 34 35 40 39 + 5 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 9 8 7 6 5 4 3 2 30 29 + 1 33 37 36 34 35 40 39 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 6 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 6 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 6 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 1 - Number of piezometric level lines - + 1 - PlLine number + 19 - number of curves on PlLine, next line(s) are curvenumbers + 48 47 50 49 26 25 24 23 22 21 + 32 31 46 45 44 43 42 41 20 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 5 - Number of layers - + 1 - Layer number, next line is material of layer + wl_laag 4 zand + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + laag 2 klei (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + laag 3 klei zandig (2) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + laag 1 dijkmateriaal (3) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + laag 5 aanvulklei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Bokhovense Overlaat 894 +huidige situatie + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 5 Number of layers + 5 100 + 4 100 100 + 3 100 100 100 + 2 100 100 100 100 + 1 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 50 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 +[CIRCLES] + 44.110 54.110 11 X-direction + 20.000 30.000 11 Y-direction + 3.000 -2.000 11 Tangent lines + 64.110 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeersbelasting + 15.00 = magnitude + 60.61 63.11 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 5 +[LIFT SLIP DATA] + 64.110 64.110 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 64.110 64.110 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 5 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Grave 342 verbetering met taludverflauwing.std =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Grave 342 verbetering met taludverflauwing.std (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Grave 342 verbetering met taludverflauwing.std (revision 2226) @@ -0,0 +1,2518 @@ +Dump file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 27-2-2017 +TIME : 14:48:19 +FILENAME : W:\WK\4. Projecten\1. DAM\3. 2015\1. PWK\Stabiliteit\Geometries\Grave 342 verbetering met taludverflauwing.std +CREATED BY : D-Geo Stability version 15.1.2.4 +========================== BEGINNING OF DATA ========================== +[Input Data] +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1004 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +Wegmateriaal +SoilColor=16575398 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=22.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand tussen (1) +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=1.21 +SoilPhi=26.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Huidige klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand diep +SoilColor=65535 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei nieuw +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand diep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 48 - Number of geometry points - + 1 127.800 8.070 0.000 + 2 105.570 7.720 0.000 + 3 95.406 7.600 0.000 + 4 89.257 7.747 0.000 + 5 72.477 11.727 0.000 + 6 69.340 11.815 0.000 + 7 66.454 11.668 0.000 + 8 55.555 7.162 0.000 + 9 44.416 7.300 0.000 + 10 43.267 7.609 0.000 + 11 27.718 8.474 0.000 + 12 13.467 9.429 0.000 + 13 0.000 9.217 0.000 + 14 88.659 7.777 0.000 + 15 88.427 7.783 0.000 + 16 88.073 7.793 0.000 + 17 87.797 7.800 0.000 + 18 86.433 7.950 0.000 + 19 82.424 8.370 0.000 + 20 82.316 8.380 0.000 + 21 80.328 9.056 0.000 + 22 127.800 7.000 0.000 + 23 89.689 7.000 0.000 + 24 127.800 4.000 0.000 + 25 97.346 4.000 0.000 + 26 88.217 2.000 0.000 + 27 75.812 0.000 0.000 + 28 63.694 0.000 0.000 + 29 54.712 0.700 0.000 + 30 40.240 4.800 0.000 + 31 0.000 4.800 0.000 + 32 127.800 -5.000 0.000 + 33 0.000 -5.000 0.000 + 34 127.800 7.022 0.000 + 35 108.380 7.000 0.000 + 36 89.644 7.009 0.000 + 37 73.223 11.090 0.000 + 38 67.203 11.100 0.000 + 39 65.058 11.339 0.000 + 40 58.405 11.400 0.000 + 41 50.654 11.400 0.000 + 42 41.763 11.400 0.000 + 43 0.000 11.400 0.000 + 44 127.800 9.750 0.000 + 45 89.295 9.930 0.000 + 46 79.400 10.220 0.000 + 47 54.907 11.140 0.000 + 48 39.575 11.400 0.000 +[END OF POINTS] + +[CURVES] + 45 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 4 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 48 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 31 + 1 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 30 29 28 27 26 25 24 + 2 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 7 6 5 21 20 + 19 18 23 22 + 3 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 7 6 5 21 20 + 19 18 17 16 15 14 13 3 2 1 + 4 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 12 11 10 9 8 7 6 5 4 3 + 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 9 - number of curves on PlLine, next line(s) are curvenumbers + 40 39 38 37 36 35 34 33 32 + 2 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 45 44 43 42 41 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand diep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Zand tussen (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Klei nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijring 36, Grave +Profiel 342 +Verbeterd +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 100 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 77.069 82.402 10 X-direction + 20.031 25.107 10 Y-direction + 9.000 3.000 10 Tangent lines + 69.340 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeer + 13.30 = magnitude + 68.39 70.88 = xstart and xend + 30.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 78.783 82.379 5 X-direction Left + 18.743 21.545 5 Y-direction Left + 81.175 85.594 15 X-direction Right + 7.627 11.186 10 Y-direction Right + 6.800 6.800 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[WATER PRESSURE ON HORIZONTAL BAR] + 0 Use water pressure on horizontal bar +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 3.00 = Width top rest profile [m] + 69.34 = X co-ordinate indicating start of zone [m] + 69.34 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 69.34 = Left side minimum road [m] + 69.34 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[End of Input Data] + +[ZONE RESULTS] +[Column Indication] +X-Centrepoint +Y-Centrepoint +Radius +Stability factor +[End of Column Indication] +[Data] + 77.07 20.03 17.03 2.28 + 77.07 20.03 16.36 2.19 + 77.07 20.03 15.70 2.10 + 77.07 20.03 15.03 2.01 + 77.07 20.03 14.36 1.91 + 77.07 20.03 13.70 1.82 + 77.07 20.03 13.03 1.72 + 77.07 20.03 12.36 1.63 + 77.07 20.03 11.70 1.61 + 77.07 20.03 11.03 1.74 + 77.07 20.59 17.59 2.29 + 77.07 20.59 16.93 2.20 + 77.07 20.59 16.26 2.12 + 77.07 20.59 15.59 2.03 + 77.07 20.59 14.93 1.93 + 77.07 20.59 14.26 1.83 + 77.07 20.59 13.59 1.74 + 77.07 20.59 12.93 1.66 + 77.07 20.59 12.26 1.61 + 77.07 20.59 11.59 1.72 + 77.07 21.16 18.16 2.30 + 77.07 21.16 17.49 2.22 + 77.07 21.16 16.83 2.13 + 77.07 21.16 16.16 2.04 + 77.07 21.16 15.49 1.95 + 77.07 21.16 14.83 1.85 + 77.07 21.16 14.16 1.76 + 77.07 21.16 13.49 1.67 + 77.07 21.16 12.83 1.61 + 77.07 21.16 12.16 1.71 + 77.07 21.72 18.72 2.31 + 77.07 21.72 18.06 2.23 + 77.07 21.72 17.39 2.14 + 77.07 21.72 16.72 2.06 + 77.07 21.72 16.06 1.97 + 77.07 21.72 15.39 1.87 + 77.07 21.72 14.72 1.79 + 77.07 21.72 14.06 1.70 + 77.07 21.72 13.39 1.65 + 77.07 21.72 12.72 1.70 + 77.07 22.29 19.29 2.32 + 77.07 22.29 18.62 2.24 + 77.07 22.29 17.95 2.16 + 77.07 22.29 17.29 2.07 + 77.07 22.29 16.62 1.99 + 77.07 22.29 15.95 1.90 + 77.07 22.29 15.29 1.81 + 77.07 22.29 14.62 1.72 + 77.07 22.29 13.95 1.65 + 77.07 22.29 13.29 1.70 + 77.07 22.85 19.85 2.33 + 77.07 22.85 19.18 2.25 + 77.07 22.85 18.52 2.17 + 77.07 22.85 17.85 2.09 + 77.07 22.85 17.18 2.01 + 77.07 22.85 16.52 1.92 + 77.07 22.85 15.85 1.83 + 77.07 22.85 15.18 1.75 + 77.07 22.85 14.52 1.68 + 77.07 22.85 13.85 1.69 + 77.07 23.41 20.41 2.35 + 77.07 23.41 19.75 2.26 + 77.07 23.41 19.08 2.19 + 77.07 23.41 18.41 2.11 + 77.07 23.41 17.75 2.02 + 77.07 23.41 17.08 1.94 + 77.07 23.41 16.41 1.85 + 77.07 23.41 15.75 1.77 + 77.07 23.41 15.08 1.71 + 77.07 23.41 14.41 1.70 + 77.07 23.98 20.98 2.36 + 77.07 23.98 20.31 2.28 + 77.07 23.98 19.65 2.20 + 77.07 23.98 18.98 2.12 + 77.07 23.98 18.31 2.04 + 77.07 23.98 17.65 1.96 + 77.07 23.98 16.98 1.88 + 77.07 23.98 16.31 1.80 + 77.07 23.98 15.65 1.72 + 77.07 23.98 14.98 1.70 + 77.07 24.54 21.54 2.38 + 77.07 24.54 20.88 2.29 + 77.07 24.54 20.21 2.22 + 77.07 24.54 19.54 2.14 + 77.07 24.54 18.88 2.06 + 77.07 24.54 18.21 1.98 + 77.07 24.54 17.54 1.90 + 77.07 24.54 16.88 1.82 + 77.07 24.54 16.21 1.75 + 77.07 24.54 15.54 1.73 + 77.07 25.11 22.11 2.39 + 77.07 25.11 21.44 2.30 + 77.07 25.11 20.77 2.23 + 77.07 25.11 20.11 2.16 + 77.07 25.11 19.44 2.08 + 77.07 25.11 18.77 2.00 + 77.07 25.11 18.11 1.92 + 77.07 25.11 17.44 1.85 + 77.07 25.11 16.77 1.78 + 77.07 25.11 16.11 1.74 + 77.66 20.03 17.03 2.13 + 77.66 20.03 16.36 2.05 + 77.66 20.03 15.70 1.97 + 77.66 20.03 15.03 1.88 + 77.66 20.03 14.36 1.79 + 77.66 20.03 13.70 1.70 + 77.66 20.03 13.03 1.61 + 77.66 20.03 12.36 1.55 + 77.66 20.03 11.70 1.61 + 77.66 20.03 11.03 1.82 + 77.66 20.59 17.59 2.14 + 77.66 20.59 16.93 2.06 + 77.66 20.59 16.26 1.98 + 77.66 20.59 15.59 1.89 + 77.66 20.59 14.93 1.81 + 77.66 20.59 14.26 1.72 + 77.66 20.59 13.59 1.63 + 77.66 20.59 12.93 1.57 + 77.66 20.59 12.26 1.59 + 77.66 20.59 11.59 1.78 + 77.66 21.16 18.16 2.15 + 77.66 21.16 17.49 2.07 + 77.66 21.16 16.83 1.99 + 77.66 21.16 16.16 1.91 + 77.66 21.16 15.49 1.82 + 77.66 21.16 14.83 1.74 + 77.66 21.16 14.16 1.65 + 77.66 21.16 13.49 1.58 + 77.66 21.16 12.83 1.59 + 77.66 21.16 12.16 1.75 + 77.66 21.72 18.72 2.16 + 77.66 21.72 18.06 2.08 + 77.66 21.72 17.39 2.00 + 77.66 21.72 16.72 1.92 + 77.66 21.72 16.06 1.84 + 77.66 21.72 15.39 1.75 + 77.66 21.72 14.72 1.67 + 77.66 21.72 14.06 1.60 + 77.66 21.72 13.39 1.58 + 77.66 21.72 12.72 1.73 + 77.66 22.29 19.29 2.17 + 77.66 22.29 18.62 2.09 + 77.66 22.29 17.95 2.02 + 77.66 22.29 17.29 1.94 + 77.66 22.29 16.62 1.86 + 77.66 22.29 15.95 1.77 + 77.66 22.29 15.29 1.69 + 77.66 22.29 14.62 1.61 + 77.66 22.29 13.95 1.58 + 77.66 22.29 13.29 1.72 + 77.66 22.85 19.85 2.19 + 77.66 22.85 19.18 2.10 + 77.66 22.85 18.52 2.03 + 77.66 22.85 17.85 1.95 + 77.66 22.85 17.18 1.88 + 77.66 22.85 16.52 1.79 + 77.66 22.85 15.85 1.71 + 77.66 22.85 15.18 1.63 + 77.66 22.85 14.52 1.60 + 77.66 22.85 13.85 1.70 + 77.66 23.41 20.41 2.20 + 77.66 23.41 19.75 2.12 + 77.66 23.41 19.08 2.04 + 77.66 23.41 18.41 1.97 + 77.66 23.41 17.75 1.89 + 77.66 23.41 17.08 1.81 + 77.66 23.41 16.41 1.73 + 77.66 23.41 15.75 1.66 + 77.66 23.41 15.08 1.62 + 77.66 23.41 14.41 1.70 + 77.66 23.98 20.98 2.22 + 77.66 23.98 20.31 2.13 + 77.66 23.98 19.65 2.06 + 77.66 23.98 18.98 1.99 + 77.66 23.98 18.31 1.91 + 77.66 23.98 17.65 1.83 + 77.66 23.98 16.98 1.76 + 77.66 23.98 16.31 1.68 + 77.66 23.98 15.65 1.63 + 77.66 23.98 14.98 1.69 + 77.66 24.54 21.54 2.23 + 77.66 24.54 20.88 2.15 + 77.66 24.54 20.21 2.07 + 77.66 24.54 19.54 2.00 + 77.66 24.54 18.88 1.93 + 77.66 24.54 18.21 1.85 + 77.66 24.54 17.54 1.78 + 77.66 24.54 16.88 1.71 + 77.66 24.54 16.21 1.65 + 77.66 24.54 15.54 1.69 + 77.66 25.11 22.11 2.25 + 77.66 25.11 21.44 2.16 + 77.66 25.11 20.77 2.09 + 77.66 25.11 20.11 2.02 + 77.66 25.11 19.44 1.95 + 77.66 25.11 18.77 1.87 + 77.66 25.11 18.11 1.80 + 77.66 25.11 17.44 1.73 + 77.66 25.11 16.77 1.68 + 77.66 25.11 16.11 1.69 + 78.25 20.03 17.03 2.00 + 78.25 20.03 16.36 1.92 + 78.25 20.03 15.70 1.85 + 78.25 20.03 15.03 1.77 + 78.25 20.03 14.36 1.69 + 78.25 20.03 13.70 1.60 + 78.25 20.03 13.03 1.54 + 78.25 20.03 12.36 1.53 + 78.25 20.03 11.70 1.63 + 78.25 20.03 11.03 1.84 + 78.25 20.59 17.59 2.01 + 78.25 20.59 16.93 1.93 + 78.25 20.59 16.26 1.86 + 78.25 20.59 15.59 1.78 + 78.25 20.59 14.93 1.70 + 78.25 20.59 14.26 1.62 + 78.25 20.59 13.59 1.56 + 78.25 20.59 12.93 1.52 + 78.25 20.59 12.26 1.61 + 78.25 20.59 11.59 1.84 + 78.25 21.16 18.16 2.02 + 78.25 21.16 17.49 1.94 + 78.25 21.16 16.83 1.87 + 78.25 21.16 16.16 1.79 + 78.25 21.16 15.49 1.71 + 78.25 21.16 14.83 1.64 + 78.25 21.16 14.16 1.56 + 78.25 21.16 13.49 1.52 + 78.25 21.16 12.83 1.59 + 78.25 21.16 12.16 1.82 + 78.25 21.72 18.72 2.04 + 78.25 21.72 18.06 1.95 + 78.25 21.72 17.39 1.88 + 78.25 21.72 16.72 1.81 + 78.25 21.72 16.06 1.73 + 78.25 21.72 15.39 1.65 + 78.25 21.72 14.72 1.58 + 78.25 21.72 14.06 1.52 + 78.25 21.72 13.39 1.58 + 78.25 21.72 12.72 1.81 + 78.25 22.29 19.29 2.05 + 78.25 22.29 18.62 1.96 + 78.25 22.29 17.95 1.89 + 78.25 22.29 17.29 1.82 + 78.25 22.29 16.62 1.75 + 78.25 22.29 15.95 1.67 + 78.25 22.29 15.29 1.60 + 78.25 22.29 14.62 1.54 + 78.25 22.29 13.95 1.57 + 78.25 22.29 13.29 1.78 + 78.25 22.85 19.85 2.07 + 78.25 22.85 19.18 1.98 + 78.25 22.85 18.52 1.90 + 78.25 22.85 17.85 1.84 + 78.25 22.85 17.18 1.76 + 78.25 22.85 16.52 1.69 + 78.25 22.85 15.85 1.62 + 78.25 22.85 15.18 1.55 + 78.25 22.85 14.52 1.57 + 78.25 22.85 13.85 1.76 + 78.25 23.41 20.41 2.08 + 78.25 23.41 19.75 1.99 + 78.25 23.41 19.08 1.92 + 78.25 23.41 18.41 1.85 + 78.25 23.41 17.75 1.78 + 78.25 23.41 17.08 1.71 + 78.25 23.41 16.41 1.63 + 78.25 23.41 15.75 1.57 + 78.25 23.41 15.08 1.56 + 78.25 23.41 14.41 1.74 + 78.25 23.98 20.98 2.10 + 78.25 23.98 20.31 2.01 + 78.25 23.98 19.65 1.93 + 78.25 23.98 18.98 1.87 + 78.25 23.98 18.31 1.80 + 78.25 23.98 17.65 1.72 + 78.25 23.98 16.98 1.65 + 78.25 23.98 16.31 1.58 + 78.25 23.98 15.65 1.57 + 78.25 23.98 14.98 1.72 + 78.25 24.54 21.54 2.11 + 78.25 24.54 20.88 2.02 + 78.25 24.54 20.21 1.94 + 78.25 24.54 19.54 1.88 + 78.25 24.54 18.88 1.81 + 78.25 24.54 18.21 1.74 + 78.25 24.54 17.54 1.67 + 78.25 24.54 16.88 1.60 + 78.25 24.54 16.21 1.58 + 78.25 24.54 15.54 1.71 + 78.25 25.11 22.11 2.13 + 78.25 25.11 21.44 2.04 + 78.25 25.11 20.77 1.96 + 78.25 25.11 20.11 1.90 + 78.25 25.11 19.44 1.83 + 78.25 25.11 18.77 1.76 + 78.25 25.11 18.11 1.69 + 78.25 25.11 17.44 1.63 + 78.25 25.11 16.77 1.61 + 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9.496 6.681 17.261 0.000 10.000 0.000 0.000 7.454 16.950 + 48.292 27.541 14.906 0.000 14.160 8.043 21.365 0.000 10.000 0.000 0.000 6.591 20.752 + 56.199 31.826 19.426 0.000 18.414 9.334 25.253 0.000 10.000 0.000 0.000 5.959 24.373 + 63.522 35.750 23.570 0.000 22.295 10.556 28.933 0.000 10.000 0.000 0.000 5.477 27.772 + 69.388 38.185 27.694 0.000 26.134 11.405 31.491 0.000 10.000 0.000 0.000 5.069 31.203 + 68.799 39.584 30.795 0.000 29.215 11.985 33.238 0.000 10.000 0.000 0.000 0.000 29.215 + 72.320 41.037 32.538 0.000 31.283 12.579 35.028 0.000 10.000 0.000 0.000 0.000 31.283 + 75.168 42.093 33.936 0.000 33.074 13.065 36.491 0.000 10.000 0.000 0.000 0.000 33.074 + 77.379 42.782 35.010 0.000 34.597 13.446 37.640 0.000 10.000 0.000 0.000 0.000 34.597 + 78.983 43.129 35.773 0.000 35.854 13.728 38.487 0.000 10.000 0.000 0.000 0.000 35.854 + 80.006 43.146 36.240 0.000 36.860 13.910 39.036 0.000 10.000 0.000 0.000 0.000 36.860 + 80.389 42.789 36.422 0.000 37.600 13.972 39.223 0.000 10.000 0.000 0.000 0.000 37.600 + 80.170 42.097 36.341 0.000 38.073 13.923 39.076 0.000 10.000 0.000 0.000 0.000 38.073 + 79.467 41.164 36.012 0.000 38.303 13.794 38.687 0.000 10.000 0.000 0.000 0.000 38.303 + 78.529 40.202 35.559 0.000 38.327 13.626 38.181 0.000 10.000 0.000 0.000 0.000 38.327 + 77.483 39.279 35.045 0.000 38.204 13.441 37.624 0.000 10.000 0.000 0.000 0.000 38.204 + 75.883 38.018 34.253 0.000 37.866 13.166 36.797 0.000 10.000 0.000 0.000 0.000 37.866 + 73.617 36.384 33.125 0.000 37.233 12.786 35.651 0.000 10.000 0.000 0.000 0.000 37.233 + 70.901 34.591 31.768 0.000 36.310 12.344 34.318 0.000 10.000 0.000 0.000 0.000 36.310 + 69.214 33.534 30.901 0.000 35.680 12.076 33.513 0.000 10.000 0.000 0.000 0.000 35.680 + 67.658 32.625 29.985 0.000 35.034 11.849 32.828 0.000 10.000 0.000 0.000 0.000 35.034 + 64.799 31.003 28.320 0.000 33.796 11.430 31.565 0.000 10.000 0.000 0.000 0.000 33.796 + 61.568 29.257 26.464 0.000 32.311 10.959 30.148 0.000 10.000 0.000 0.000 0.000 32.311 + 57.964 27.400 24.418 0.000 30.564 10.441 28.587 0.000 10.000 0.000 0.000 0.000 30.564 + 53.983 25.449 22.180 0.000 28.534 9.880 26.896 0.000 10.000 0.000 0.000 0.000 28.534 + 49.935 23.584 19.974 0.000 26.351 9.328 25.233 0.000 10.000 0.000 0.000 0.000 26.351 + 45.878 21.853 17.831 0.000 24.024 8.803 23.654 0.000 10.000 0.000 0.000 0.000 24.024 + 40.658 19.777 15.097 0.000 20.882 8.161 21.720 0.000 10.000 0.000 0.000 0.000 20.882 + 34.150 17.426 11.708 0.000 16.723 7.421 19.489 0.000 10.000 0.000 0.000 0.000 16.723 + 29.319 15.868 9.196 0.000 13.452 6.923 17.990 0.000 10.000 0.000 0.000 0.000 13.452 + 25.954 14.880 7.447 0.000 11.074 6.605 17.032 0.000 10.000 0.000 0.000 0.000 11.074 + 22.736 14.003 5.775 0.000 8.733 6.321 16.177 0.000 10.000 0.000 0.000 0.000 8.733 + 17.938 12.846 3.285 0.000 5.093 5.947 15.049 0.000 10.000 0.000 0.000 0.000 5.093 + 14.283 12.147 1.350 0.000 2.136 5.727 14.386 0.000 10.000 0.000 0.000 0.000 2.136 + 13.311 12.330 0.616 0.000 0.981 5.813 14.647 0.000 10.000 0.000 0.000 0.000 0.981 + 12.433 12.433 0.000 0.000 0.000 5.869 14.813 0.000 10.000 0.000 0.000 0.000 0.000 + 9.440 9.440 0.000 0.000 0.000 5.272 11.709 0.000 10.000 0.000 0.000 0.000 0.000 + 3.255 3.255 0.000 0.000 0.000 2.577 4.494 0.000 10.000 0.000 0.000 0.000 0.000 +[End of Data] +[End of Stresses] +[End of Dump] + +[CALCULATION TIME] +00:00:23 +[END OF CALCULATION TIME] + +[End of Dump File] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 39 verbeterd.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 39 verbeterd.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 39 verbeterd.sti (revision 2226) @@ -0,0 +1,1216 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 10:41:10 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150303\Stabiliteit\Geometries\Keent 39 verbeterd.sti +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +wegmateriaal +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=22.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand, tussen +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Huidige klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand diep +SoilColor=65535 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei nieuw +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Huidige kleic, phi=0 +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand diep +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 58 - Number of geometry points - + 1 100.000 8.300 0.000 + 2 90.700 8.330 0.000 + 3 69.850 8.087 0.000 + 4 49.910 8.102 0.000 + 5 40.300 8.565 0.000 + 6 31.890 11.670 0.000 + 7 30.000 11.834 0.000 + 8 27.690 11.775 0.000 + 9 14.410 8.212 0.000 + 10 0.000 8.200 0.000 + 11 87.011 8.287 0.000 + 12 46.903 8.247 0.000 + 13 14.419 8.214 0.000 + 14 68.534 8.088 0.000 + 15 37.881 9.458 0.000 + 16 60.033 8.094 0.000 + 17 61.603 8.093 0.000 + 18 39.544 8.844 0.000 + 19 38.867 9.094 0.000 + 20 38.358 9.282 0.000 + 21 37.295 9.674 0.000 + 22 47.059 8.239 0.000 + 23 50.016 8.102 0.000 + 24 48.672 8.161 0.000 + 25 36.271 10.052 0.000 + 26 52.924 8.100 0.000 + 27 45.494 8.315 0.000 + 28 43.888 8.392 0.000 + 29 42.995 8.435 0.000 + 30 44.447 8.365 0.000 + 31 44.745 8.351 0.000 + 32 37.640 9.547 0.000 + 33 37.518 9.592 0.000 + 34 53.608 8.099 0.000 + 35 38.086 9.382 0.000 + 36 37.954 9.431 0.000 + 37 50.867 8.787 0.000 + 38 53.019 8.100 0.000 + 39 50.970 8.781 0.000 + 40 100.000 6.200 0.000 + 41 69.850 5.350 0.000 + 42 40.300 5.300 0.000 + 43 31.258 3.400 0.000 + 44 26.475 3.400 0.000 + 45 14.419 5.300 0.000 + 46 0.000 5.400 0.000 + 47 100.000 -5.000 0.000 + 48 0.000 -5.000 0.000 + 49 100.000 8.000 0.000 + 50 52.938 8.032 0.000 + 51 37.914 9.299 0.000 + 52 31.793 10.400 0.000 + 53 26.000 11.330 0.000 + 54 0.000 11.330 0.000 + 55 100.000 8.600 0.000 + 56 50.000 10.820 0.000 + 57 40.300 10.870 0.000 + 58 14.400 11.320 0.000 +[END OF POINTS] + +[CURVES] + 55 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 11 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 14 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 16 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 34 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 38 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 26 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 23 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 4 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 24 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 22 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 12 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 27 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 30 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 29 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 5 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 20 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 36 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 15 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 21 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 25 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 13 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 8 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 33 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 39 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 37 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 43 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 51 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 52 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 55 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 56 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 57 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 58 +[END OF CURVES] + +[BOUNDARIES] + 4 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 46 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 45 44 43 42 41 40 + 2 - Boundary number + 36 - number of curves on boundary, next line(s) are curvenumbers + 33 32 35 31 30 29 28 36 27 26 + 25 24 23 22 21 20 19 18 17 16 + 15 14 13 12 11 10 9 8 7 6 + 5 4 3 2 1 34 + 3 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 33 32 35 31 30 29 28 36 38 37 + 39 7 6 5 4 3 2 1 34 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 4 - Number of boundaries - + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 4 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 4 - Number of boundaries - + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 51 50 49 48 47 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 55 54 53 52 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 3 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand diep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Klei nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijring 36a, Keent +Profiel 39 +Verbeterd +[MODEL] + 4 : Uplift Van + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 3 Number of layers + 3 100 + 2 100 100 + 1 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 +[degree earth quake] + 100 100 100 +[CIRCLES] + 32.070 37.204 10 X-direction + 17.677 21.273 10 Y-direction + 8.690 4.500 10 Tangent lines + 30.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeer + 13.30 = magnitude + 28.65 31.15 = xstart and xend + 30.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 2.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 40.991 45.272 5 X-direction Left + 25.007 28.839 5 Y-direction Left + 49.745 54.408 5 X-direction Right + 15.165 19.573 5 Y-direction Right + 5.300 5.300 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 3 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 30.00 = X co-ordinate indicating start of zone [m] + 30.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 30.00 = Left side minimum road [m] + 30.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Crevecoeur867.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Crevecoeur867.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Crevecoeur867.sti (revision 2226) @@ -0,0 +1,1418 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 24-2-2015 +TIME : 15:12:22 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150218\Stabiliteit\Geometries\Crevecoeur867.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +laag 1 dijkmateriaal (1) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.70 +SoilDilatancy=29.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 3 klei zandig +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.70 +SoilDilatancy=29.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 4 zware klei +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.65 +SoilPhi=23.96 +SoilDilatancy=23.96 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 5 klei venig +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamOvenDry=0.01 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=8.02 +SoilPhi=14.99 +SoilDilatancy=14.99 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 6 zand +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 7 aanvulklei buiten +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 8 aanvulklei binnen +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_laag 6 zand +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 42 - Number of geometry points - + 1 70.000 4.340 0.000 + 2 41.730 4.340 0.000 + 3 36.110 6.840 0.000 + 4 34.320 6.920 0.000 + 5 32.350 6.900 0.000 + 6 30.340 6.840 0.000 + 7 29.000 6.720 0.000 + 8 20.560 3.200 0.000 + 9 19.350 3.000 0.000 + 10 17.550 2.760 0.000 + 11 15.523 2.200 0.000 + 12 13.723 1.100 0.000 + 13 12.290 0.880 0.000 + 14 0.000 0.880 0.000 + 15 70.000 3.200 0.000 + 16 47.500 3.200 0.000 + 17 42.150 3.200 0.000 + 18 29.700 6.400 0.000 + 19 25.600 3.900 0.000 + 20 23.700 3.800 0.000 + 21 23.200 3.000 0.000 + 22 22.700 2.200 0.000 + 23 21.200 2.200 0.000 + 24 20.600 3.000 0.000 + 25 70.000 2.200 0.000 + 26 70.000 1.100 0.000 + 27 70.000 0.500 0.000 + 28 0.000 0.500 0.000 + 29 70.000 -5.000 0.000 + 30 0.000 -5.000 0.000 + 31 70.000 4.340 0.000 + 32 41.730 4.340 0.000 + 33 39.667 4.352 0.000 + 34 33.400 4.500 0.000 + 35 29.200 5.000 0.000 + 36 28.000 5.700 0.000 + 37 27.650 6.160 0.000 + 38 0.000 6.160 0.000 + 39 70.000 5.970 0.000 + 40 64.697 5.970 0.000 + 41 14.500 6.160 0.000 + 42 41.730 6.000 0.000 +[END OF POINTS] + +[CURVES] + 42 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 5 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 17 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 24 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 25 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 23 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 26 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 41 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 40 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 +[END OF CURVES] + +[BOUNDARIES] + 8 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 31 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 30 + 2 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 13 12 29 + 3 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 13 12 11 28 22 27 + 4 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 13 12 11 10 9 26 23 22 21 25 + 15 14 + 5 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 13 12 11 10 9 8 24 23 22 21 + 20 19 18 17 4 16 15 14 + 6 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 13 12 11 10 9 8 7 6 5 4 + 16 15 14 + 7 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 13 12 11 10 9 8 7 6 5 4 + 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 8 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 8 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 8 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 38 37 36 35 34 33 32 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 40 42 41 39 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 7 - Number of layers - + 1 - Layer number, next line is material of layer + wl_laag 6 zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + laag 5 klei venig + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + laag 4 zware klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + laag 3 klei zandig + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + laag 1 dijkmateriaal (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + laag 7 aanvulklei buiten + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + laag 8 aanvulklei binnen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Crevecoeur-Bokhoven 867 +huidige situatie + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 7 Number of layers + 7 100 + 6 100 100 + 5 100 100 100 + 4 100 100 100 100 + 3 100 100 100 100 100 + 2 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 50 0 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 +[CIRCLES] + 37.350 47.350 11 X-direction + 10.000 20.000 11 Y-direction + 4.500 -0.500 11 Tangent lines + 32.350 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +bovenbelasting + 15.00 = magnitude + 31.85 34.35 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 7 +[LIFT SLIP DATA] + 32.350 32.350 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 32.350 32.350 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 7 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00z1.jpg =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00z1.jpg (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00z1.jpg (revision 2226) @@ -0,0 +1,13339 @@ +����JFIF��C��C����"�� + ���}!1AQa"q2���#B��R��$3br� 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\ No newline at end of file Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Grave 348 STBU bodemopbouw.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Grave 348 STBU bodemopbouw.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Grave 348 STBU bodemopbouw.sti (revision 2226) @@ -0,0 +1,1226 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:54 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\Grave 348 STBU bodemopbouw.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +Wegmateriaal +SoilColor=16575398 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=22.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Zand tussen (1) +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.21 +SoilPhi=26.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Huidige klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Zand diep +SoilColor=65535 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Klei nieuw (1) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_Zand diep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 56 - Number of geometry points - + 1 132.340 4.000 0.000 + 2 132.340 7.750 0.000 + 3 89.295 9.910 0.000 + 4 79.400 9.910 0.000 + 5 54.907 10.600 0.000 + 6 39.575 11.400 0.000 + 7 0.000 11.400 0.000 + 8 132.340 7.443 0.000 + 9 132.000 7.443 0.000 + 10 124.605 7.789 0.000 + 11 115.982 7.789 0.000 + 12 109.247 8.066 0.000 + 13 107.247 8.066 0.000 + 14 99.045 7.981 0.000 + 15 81.259 8.795 0.000 + 16 72.529 11.749 0.000 + 17 69.340 11.863 0.000 + 18 66.167 11.748 0.000 + 19 50.852 6.417 0.000 + 20 50.646 6.413 0.000 + 21 50.262 6.405 0.000 + 22 50.109 6.402 0.000 + 23 27.121 5.948 0.000 + 24 15.677 5.879 0.000 + 25 0.000 6.019 0.000 + 26 132.340 6.919 0.000 + 27 108.225 6.963 0.000 + 28 53.825 6.475 0.000 + 29 132.340 2.636 0.000 + 30 109.410 2.693 0.000 + 31 109.410 5.185 0.000 + 32 109.410 5.210 0.000 + 33 98.957 6.000 0.000 + 34 81.259 6.000 0.000 + 35 72.833 5.442 0.000 + 36 66.167 5.000 0.000 + 37 53.839 3.900 0.000 + 38 31.301 4.000 0.000 + 39 0.000 4.000 0.000 + 40 98.875 4.000 0.000 + 41 92.914 4.000 0.000 + 42 81.259 4.000 0.000 + 43 66.167 3.500 0.000 + 44 65.884 2.800 0.000 + 45 132.340 -5.676 0.000 + 46 0.000 -5.839 0.000 + 47 132.340 7.021 0.000 + 48 108.380 7.000 0.000 + 49 97.402 7.000 0.000 + 50 81.222 8.645 0.000 + 51 72.529 8.800 0.000 + 52 66.167 9.900 0.000 + 53 50.852 6.236 0.000 + 54 49.062 6.215 0.000 + 55 41.763 5.929 0.000 + 56 0.000 5.929 0.000 +[END OF POINTS] + +[CURVES] + 48 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 27 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 18 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 28 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 31 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 43 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 30 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 44 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 51 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 52 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 54 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 55 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 39 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 31 30 38 37 22 + 2 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 31 30 36 35 34 33 32 23 22 + 3 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 31 30 29 28 27 26 25 24 23 22 + 4 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 17 16 15 14 13 12 21 20 10 9 + 8 7 19 18 + 5 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 17 16 15 14 13 12 11 10 9 8 + 7 19 18 + 6 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 17 16 15 14 13 12 11 10 9 8 + 7 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 1 - Number of piezometric level lines - + 1 - PlLine number + 9 - number of curves on PlLine, next line(s) are curvenumbers + 48 47 46 45 44 43 42 41 40 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand diep + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Zand tussen (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Klei nieuw (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Zand tussen (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijring 36, Grave +Profiel 348 +Huidige situatie, buitenwaartse stabiliteit +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 100 100 + 4 100 100 100 + 3 100 100 100 100 + 2 100 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 100 0 0 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 +[CIRCLES] + 53.650 59.006 10 X-direction + 19.156 24.830 10 Y-direction + 9.895 3.895 10 Tangent lines + 69.340 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeer + 13.30 = magnitude + 66.04 68.52 = xstart and xend + 30.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 78.783 82.379 5 X-direction Left + 18.743 21.545 5 Y-direction Left + 81.175 85.594 15 X-direction Right + 7.627 11.186 10 Y-direction Right + 6.800 6.800 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 69.34 = X co-ordinate indicating start of zone [m] + 69.34 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 69.34 = Left side minimum road [m] + 69.34 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series001/Dik(dike)_Loc(324+31)_Mdl(Bishop)_1996-01-01T00_00_00z1.wmf =================================================================== diff -u --- 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D�D�G G D�- ��- ��- ��- ��- ��- � G�G�H H G�- ��- ��- ��- ��- ��- � H�H�J J H�- ��- ��- ��- ��- ��- � J�J�K K J�- ��- ��- ��- ��- ��- � K�K�P P K�- ��- ��- ��- ��- ��- � P�P�Q Q P�- ��- ��- ��- ��- ��- � Q�Q�R R Q�- ��- ��- ��- ��- ��- � R�R�U U R�- ��- ��- ��- ��- ��- � U�U�_ _ U�- ��- ��- ��- ��- ��- � _�_�jj _�- ��- ��- ��- ��- ��- �j�j�ttj�- ��- ��- ��- ��- ��- �t�t�uut�- ��- ��- ��- ��- ��- �u�u�uuu�- ��- ��- ��- ��- ��- ��u�}}u�- ��- ��- ��- ��- ��- �}�}�}}}�- ��- ��- ��- ��- ��- ��}�~~}�- ��- ��- ��- ��- ��- �~�~���~�- ��- ��- ��- ��- ��- ���������- ��- ��- ��- ��- ��- ���������- ��- ��- ��- ��- ��- ���������- ��- ��- ��- ��- ��- ����������- ��- ��- ��- ��- ��- ������������- ��- ��- ��- ��- ��- ������������- ��- ��- ��- ��- ��- ������������- ��- ��- ��- ��- ��- ������������- ��- ��- ��- ��- ��- ���- ��%~������J[Q��- ���- ��- ��[�[���- �,�C---, \ No newline at end of file Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series007/Dik(dike)_Loc(Grave_348_STBU_bodemopbouw)_Mdl(Bishop)_1996-01-01T00_00_00z2.wmf =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Dieden428.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Dieden428.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Dieden428.sti (revision 2226) @@ -0,0 +1,1613 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:54 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\Dieden428.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +laag 2 lichte klei grijs +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=7.22 +SoilPhi=24.79 +SoilDilatancy=24.79 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 3 lichte klei bruin +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.82 +SoilPhi=28.13 +SoilDilatancy=28.13 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 4 klei bruin zandig +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.68 +SoilPhi=29.66 +SoilDilatancy=29.66 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 5 klei br st zandig +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.00 +SoilPhi=29.66 +SoilDilatancy=29.66 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 6 zand dijkmateriaal +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 7 zand ondergrond +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 8 aanvulklei binnen +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +laag 9 aanvulklei buiten (1) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_laag 7 zand ondergrond +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 55 - Number of geometry points - + 1 75.000 4.200 0.000 + 2 61.700 4.200 0.000 + 3 56.800 5.040 0.000 + 4 52.210 5.040 0.000 + 5 50.650 5.590 0.000 + 6 75.000 4.200 0.000 + 7 61.700 4.200 0.000 + 8 56.800 5.040 0.000 + 9 52.210 5.040 0.000 + 10 50.650 5.590 0.000 + 11 49.390 5.890 0.000 + 12 47.240 7.300 0.000 + 13 45.500 7.500 0.000 + 14 43.480 7.780 0.000 + 15 41.700 8.700 0.000 + 16 39.110 9.970 0.000 + 17 35.000 10.290 0.000 + 18 31.810 10.260 0.000 + 19 30.430 10.520 0.000 + 20 27.800 10.500 0.000 + 21 27.340 10.480 0.000 + 22 21.000 8.400 0.000 + 23 0.000 8.300 0.000 + 24 49.000 5.500 0.000 + 25 47.000 6.200 0.000 + 26 22.000 8.400 0.000 + 27 30.400 8.700 0.000 + 28 29.500 7.900 0.000 + 29 28.600 7.200 0.000 + 30 20.000 7.200 0.000 + 31 0.000 7.200 0.000 + 32 28.600 6.000 0.000 + 33 37.500 5.300 0.000 + 34 49.400 4.300 0.000 + 35 37.500 4.200 0.000 + 36 27.600 4.500 0.000 + 37 26.600 4.500 0.000 + 38 21.000 4.800 0.000 + 39 0.000 4.800 0.000 + 40 37.500 4.000 0.000 + 41 20.000 4.600 0.000 + 42 0.000 4.600 0.000 + 43 75.000 0.000 0.000 + 44 0.000 0.000 0.000 + 45 75.000 6.600 0.000 + 46 61.700 6.600 0.000 + 47 49.390 6.600 0.000 + 48 48.280 6.600 0.000 + 49 27.600 8.900 0.000 + 50 26.600 9.400 0.000 + 51 25.500 9.950 0.000 + 52 0.000 9.950 0.000 + 53 45.000 7.790 0.000 + 54 21.000 8.780 0.000 + 55 56.817 7.790 0.000 +[END OF POINTS] + +[CURVES] + 54 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 4 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 25 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 20 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 26 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 15 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 14 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 13 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 25 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 32 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 24 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 2 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 2 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 43 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 51 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 54 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 46 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 55 +[END OF CURVES] + +[BOUNDARIES] + 11 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 43 + 1 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 42 41 40 1 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 39 38 37 36 35 34 1 + 3 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 27 31 33 32 18 3 2 1 + 4 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 27 31 30 19 18 3 2 1 + 5 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 27 26 29 20 19 18 3 2 1 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 27 26 25 28 8 20 19 18 3 2 + 1 + 7 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 27 26 25 24 23 9 8 20 19 18 + 3 2 1 + 8 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 17 22 21 14 13 12 11 10 9 8 + 20 19 18 3 2 1 + 9 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 17 16 15 14 13 12 11 10 9 8 + 20 19 18 3 2 1 + 10 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 17 16 15 14 13 12 11 10 9 8 + 7 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 11 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 11 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 11 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 50 49 48 47 46 45 44 + 2 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 52 51 54 53 44 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 10 - Number of layers - + 1 - Layer number, next line is material of layer + wl_laag 7 zand ondergrond + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + laag 2 lichte klei grijs + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + laag 2 lichte klei grijs + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + laag 6 zand dijkmateriaal + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + laag 4 klei bruin zandig + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + laag 6 zand dijkmateriaal + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + laag 5 klei br st zandig + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + laag 3 lichte klei bruin + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + laag 9 aanvulklei buiten + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + laag 8 aanvulklei binnen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 10 Number of layers + 10 100 + 9 100 100 + 8 100 100 100 + 7 100 100 100 100 + 6 100 100 100 100 100 + 5 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 +[CIRCLES] + 51.621 56.621 6 X-direction + 12.027 17.027 6 Y-direction + 4.000 1.000 7 Tangent lines + 35.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +bovenbelasting + 15.00 = magnitude + 33.50 36.00 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 10 +[LIFT SLIP DATA] + 35.000 35.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 35.000 35.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 10 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 35.00 = X co-ordinate indicating start of zone [m] + 35.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 35.00 = Left side minimum road [m] + 35.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp520bi.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp520bi.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp520bi.sti (revision 2226) @@ -0,0 +1,1022 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:54 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\hmp520bi.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +zand (2) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (1) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijksmat +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamOvenDry=0.01 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 39 - Number of geometry points - + 1 -40.000 5.600 0.000 + 2 -22.750 5.500 0.000 + 3 -21.050 4.400 0.000 + 4 -19.050 4.400 0.000 + 5 -18.750 5.100 0.000 + 6 -18.250 5.450 0.000 + 7 19.100 5.800 0.000 + 8 40.000 5.950 0.000 + 9 -11.000 8.100 0.000 + 10 -3.050 10.550 0.000 + 11 -2.000 10.650 0.000 + 12 -1.500 10.650 0.000 + 13 1.000 10.700 0.000 + 14 2.000 10.700 0.000 + 15 4.500 9.600 0.000 + 16 4.900 9.600 0.000 + 17 5.600 9.400 0.000 + 18 7.250 9.300 0.000 + 19 11.000 9.350 0.000 + 20 12.100 9.300 0.000 + 21 12.800 8.400 0.000 + 22 13.850 8.200 0.000 + 23 15.950 6.700 0.000 + 24 -40.000 1.400 0.000 + 25 -18.250 1.400 0.000 + 26 19.100 3.300 0.000 + 27 40.000 3.300 0.000 + 28 -40.000 -5.000 0.000 + 29 40.000 -5.000 0.000 + 30 -40.000 9.350 0.000 + 31 -7.000 9.350 0.000 + 32 -6.000 8.350 0.000 + 33 6.000 8.000 0.000 + 34 19.100 5.800 0.000 + 35 40.000 5.950 0.000 + 36 -40.000 9.100 0.000 + 37 10.850 8.150 0.000 + 38 19.100 7.800 0.000 + 39 40.000 7.800 0.000 +[END OF POINTS] + +[CURVES] + 35 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 9 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 7 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 +[END OF CURVES] + +[BOUNDARIES] + 4 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 27 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 24 25 26 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 23 6 + 3 - Boundary number + 22 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 7 8 9 10 11 + 12 13 14 15 16 17 18 19 20 21 + 22 6 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 4 - Number of boundaries - + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 4 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 4 - Number of boundaries - + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 28 29 30 31 32 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 33 34 35 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 3 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (2) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + dijksmat + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-361580, Detailonderzoek Maasdijken +Vak B, hmp 520, binnenwaartse stab. + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 3 Number of layers + 3 100 + 2 100 100 + 1 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 +[degree earth quake] + 100 100 100 +[CIRCLES] + 17.000 17.000 1 X-direction + 12.500 12.500 1 Y-direction + 2.500 2.500 1 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 3 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 305.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 305.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 305.sti (revision 2226) @@ -0,0 +1,1189 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:53 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\Keent 305.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +Wegmateriaal +SoilColor=5244889 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=22.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Zand tussen (1) +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.21 +SoilPhi=26.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Huidige klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Zand diep +SoilColor=65535 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Klei nieuw +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_Zand diep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 44 - Number of geometry points - + 1 131.930 7.613 0.000 + 2 109.530 7.989 0.000 + 3 109.133 8.000 0.000 + 4 92.050 8.473 0.000 + 5 88.170 8.680 0.000 + 6 86.910 8.928 0.000 + 7 78.580 9.128 0.000 + 8 72.812 11.250 0.000 + 9 71.610 11.692 0.000 + 10 69.800 12.013 0.000 + 11 68.200 12.116 0.000 + 12 65.890 12.080 0.000 + 13 64.570 11.796 0.000 + 14 62.855 11.250 0.000 + 15 54.730 8.663 0.000 + 16 42.080 8.025 0.000 + 17 42.053 8.000 0.000 + 18 40.448 6.500 0.000 + 19 40.280 6.343 0.000 + 20 39.540 6.379 0.000 + 21 39.407 6.500 0.000 + 22 37.790 7.976 0.000 + 23 35.173 8.000 0.000 + 24 21.000 8.130 0.000 + 25 0.000 8.291 0.000 + 26 76.106 10.038 0.000 + 27 59.048 10.038 0.000 + 28 72.695 8.000 0.000 + 29 131.930 6.500 0.000 + 30 0.000 6.500 0.000 + 31 131.930 -5.000 0.000 + 32 0.000 -5.000 0.000 + 33 131.930 8.000 0.000 + 34 109.133 8.000 0.000 + 35 92.050 8.473 0.000 + 36 78.580 9.128 0.000 + 37 62.377 11.400 0.000 + 38 0.000 11.400 0.000 + 39 131.930 8.700 0.000 + 40 88.170 9.560 0.000 + 41 78.580 9.930 0.000 + 42 54.730 10.860 0.000 + 43 42.080 11.400 0.000 + 44 69.543 10.663 0.000 +[END OF POINTS] + +[CURVES] + 43 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 26 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 14 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 27 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 3 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 28 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 29 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 21 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 43 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 36 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 44 +[END OF CURVES] + +[BOUNDARIES] + 6 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 32 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 31 22 21 20 30 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 26 25 24 23 22 21 20 30 + 3 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 26 25 24 23 22 21 20 19 29 28 + 2 1 + 4 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 26 25 24 23 22 21 20 19 18 17 + 16 27 7 6 5 4 3 2 1 + 5 - Boundary number + 26 - number of curves on boundary, next line(s) are curvenumbers + 26 25 24 23 22 21 20 19 18 17 + 16 15 14 13 12 11 10 9 8 7 + 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 6 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 6 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 6 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 36 43 42 35 34 33 + 2 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 41 40 39 38 37 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 5 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand diep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Zand diep + 1 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Zand tussen (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijkring 36, Grave +Profiel 305 +Huidige situatie +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 5 Number of layers + 5 100 + 4 100 100 + 3 100 100 100 + 2 100 100 100 100 + 1 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 0 100 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 +[CIRCLES] + 74.528 77.606 10 X-direction + 13.806 16.132 10 Y-direction + 9.500 6.000 10 Tangent lines + 68.200 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeer + 13.30 = magnitude + 67.29 69.79 = xstart and xend + 30.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 5 +[LIFT SLIP DATA] + 68.200 68.200 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 68.200 68.200 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 5 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 68.20 = X co-ordinate indicating start of zone [m] + 68.20 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 68.20 = Left side minimum road [m] + 68.20 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/RAV386.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/RAV386.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/RAV386.STI.sti (revision 2226) @@ -0,0 +1,1455 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 2-2-2015 +TIME : 14:00:47 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 260119\Stabiliteit\Geometries\Gespiegeld\RAV386.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +zanddiep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klbr.sz (1) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleibr +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=7.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kl.br.z (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.70 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zandlos +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.klgra +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleigr +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.60 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +aanvul +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zanddiep +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 42 - Number of geometry points - + 1 74.200 4.500 0.000 + 2 71.200 4.800 0.000 + 3 68.500 6.000 0.000 + 4 68.400 6.300 0.000 + 5 63.500 7.600 0.000 + 6 54.800 8.000 0.000 + 7 46.200 8.200 0.000 + 8 38.500 10.800 0.000 + 9 37.500 10.900 0.000 + 10 28.100 10.700 0.000 + 11 18.500 7.700 0.000 + 12 1.700 7.500 0.000 + 13 0.000 7.700 0.000 + 14 37.700 10.800 0.000 + 15 34.700 9.100 0.000 + 16 29.600 9.000 0.000 + 17 27.400 8.000 0.000 + 18 0.000 6.000 0.000 + 19 74.200 4.000 0.000 + 20 63.200 4.000 0.000 + 21 52.200 3.500 0.000 + 22 0.000 3.500 0.000 + 23 74.200 0.000 0.000 + 24 0.000 0.000 0.000 + 25 0.000 10.600 0.000 + 26 27.200 10.600 0.000 + 27 65.700 7.000 0.000 + 28 18.200 9.860 0.000 + 29 46.200 9.390 0.000 + 30 63.200 8.980 0.000 + 31 74.200 8.720 0.000 + 32 74.200 7.000 0.000 + 33 39.900 9.400 0.000 + 34 41.900 8.700 0.000 + 35 46.300 8.200 0.000 + 36 24.700 9.200 0.000 + 37 19.400 9.000 0.000 + 38 17.000 7.900 0.000 + 39 63.500 7.600 0.000 + 40 54.800 8.000 0.000 + 41 46.300 8.200 0.000 + 42 41.900 8.700 0.000 +[END OF POINTS] + +[CURVES] + 35 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 3 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 7 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 17 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 6 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 33 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 10 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 38 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 32 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 42 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 28 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 4 3 2 + 2 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 7 6 5 + 3 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 15 14 13 12 11 10 9 8 6 5 + 4 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 15 24 23 22 21 20 19 18 17 16 + 10 9 8 6 5 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 28 27 31 30 29 26 25 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 35 34 33 32 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zanddiep + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klbr.sz (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + l.kleibr + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + kl.br.z (2) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Ravenstein hm 385.63, pr. 4 +bestaand profiel + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 50 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 41.200 46.200 7 X-direction + 12.000 22.000 7 Y-direction + 9.000 5.000 7 Tangent lines + 46.200 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 33.70 36.20 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 46.200 46.200 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 46.200 46.200 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 46.20 = X co-ordinate indicating start of zone [m] + 46.20 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 46.20 = Left side minimum road [m] + 46.20 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/OY563.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/OY563.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/OY563.STI.sti (revision 2226) @@ -0,0 +1,883 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 18-2-2015 +TIME : 9:12:29 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150205\Stabiliteit\Geometries\OY563.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 4 = number of items +[SOIL] +1 (1) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +2 (2) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.00 +SoilPhi=22.50 +SoilDilatancy=22.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +3 (2) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=26.00 +SoilDilatancy=26.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_1 (1) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 30 - Number of geometry points - + 1 60.000 -2.000 0.000 + 2 0.000 -2.000 0.000 + 3 60.000 3.000 0.000 + 4 45.000 3.000 0.000 + 5 37.000 1.000 0.000 + 6 27.000 1.000 0.000 + 7 13.500 2.000 0.000 + 8 0.000 2.000 0.000 + 9 60.000 4.000 0.000 + 10 0.000 4.000 0.000 + 11 60.000 5.900 0.000 + 12 51.400 5.900 0.000 + 13 44.000 8.900 0.000 + 14 39.000 8.900 0.000 + 15 37.000 8.500 0.000 + 16 25.000 8.500 0.000 + 17 20.000 7.000 0.000 + 18 13.500 6.500 0.000 + 19 9.500 5.500 0.000 + 20 0.000 5.500 0.000 + 21 48.100 6.500 0.000 + 22 38.900 7.800 0.000 + 23 38.600 8.850 0.000 + 24 20.000 8.850 0.000 + 25 0.000 8.850 0.000 + 26 60.000 8.100 0.000 + 27 46.000 8.200 0.000 + 28 48.000 6.500 0.000 + 29 60.000 5.900 0.000 + 30 51.400 5.900 0.000 +[END OF POINTS] + +[CURVES] + 25 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 12 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 28 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 30 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 27 +[END OF CURVES] + +[BOUNDARIES] + 4 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 6 5 4 3 2 + 2 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 7 + 3 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 17 16 15 14 13 12 11 10 9 8 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 4 - Number of boundaries - + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 4 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 4 - Number of boundaries - + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 22 21 20 19 18 23 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 22 25 24 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 3 - Number of layers - + 1 - Layer number, next line is material of layer + wl_1 (1) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + 2 (2) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + 3 (2) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Oyen hmp 563+56 +bestaande situatie + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 3 Number of layers + 3 100 + 2 100 100 + 1 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 +[degree earth quake] + 100 100 100 +[CIRCLES] + 46.000 51.000 5 X-direction + 10.000 15.000 5 Y-direction + 5.600 1.000 7 Tangent lines + 60.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 41.00 43.50 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 3 +[LIFT SLIP DATA] + 60.000 60.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 60.000 60.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 3 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 60.00 = X co-ordinate indicating start of zone [m] + 60.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 60.00 = Left side minimum road [m] + 60.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/644-AANP.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/644-AANP.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/644-AANP.STI.sti (revision 2226) @@ -0,0 +1,1005 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 18-2-2015 +TIME : 9:12:30 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150205\Stabiliteit\Geometries\644-AANP.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +1 +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +2 a +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=23.50 +SoilDilatancy=23.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +2 (1) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.00 +SoilPhi=22.50 +SoilDilatancy=22.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +3 +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_1 +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 29 - Number of geometry points - + 1 65.000 0.000 0.000 + 2 0.000 0.000 0.000 + 3 65.000 2.500 0.000 + 4 0.000 2.500 0.000 + 5 65.000 5.000 0.000 + 6 55.000 5.000 0.000 + 7 53.000 6.200 0.000 + 8 51.800 6.500 0.000 + 9 48.200 8.700 0.000 + 10 41.600 8.900 0.000 + 11 35.300 8.700 0.000 + 12 25.000 9.200 0.000 + 13 21.100 9.000 0.000 + 14 15.500 6.800 0.000 + 15 10.100 6.700 0.000 + 16 7.400 6.100 0.000 + 17 0.000 6.000 0.000 + 18 19.100 7.600 0.000 + 19 18.600 8.000 0.000 + 20 0.000 8.000 0.000 + 21 65.000 7.100 0.000 + 22 55.000 7.100 0.000 + 23 57.450 5.000 0.000 + 24 53.450 6.200 0.000 + 25 65.000 5.000 0.000 + 26 57.450 5.000 0.000 + 27 53.000 2.500 0.000 + 28 17.000 6.100 0.000 + 29 17.000 2.500 0.000 +[END OF POINTS] + +[CURVES] + 27 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 5 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 23 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 26 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 24 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 22 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 3 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 7 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 28 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 27 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 29 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 19 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 25 24 18 + 2 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 25 27 22 26 18 + 3 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 1 23 22 21 20 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 1 10 9 8 7 6 5 4 3 2 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 14 13 12 11 15 + 2 - PlLine number + 2 - number of curves on PlLine, next line(s) are curvenumbers + 17 16 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_1 + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + 2 (1) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + 2 a + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + 3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Lith hmp 644 +technische analyse m.e.r. + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 50.000 55.000 5 X-direction + 9.000 15.000 5 Y-direction + 5.000 1.000 5 Tangent lines + 65.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 45.00 47.50 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 3 +[LIFT SLIP DATA] + 65.000 65.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 65.000 65.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 65.00 = X co-ordinate indicating start of zone [m] + 65.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 65.00 = Left side minimum road [m] + 65.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series005/Dik(dike)_Loc(Grave_323)_Mdl(Bishop)_1996-01-01T00_00_00.sti.xml =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series005/Dik(dike)_Loc(Grave_323)_Mdl(Bishop)_1996-01-01T00_00_00.sti.xml (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series005/Dik(dike)_Loc(Grave_323)_Mdl(Bishop)_1996-01-01T00_00_00.sti.xml (revision 2226) @@ -0,0 +1,85 @@ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ No newline at end of file Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE0.soilmaterials.mdb =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series003/Dik(dike)_Loc(337)_Mdl(Bishop)_1996-01-01T00_00_00z1.jpg =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp611bi.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp611bi.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp611bi.sti (revision 2226) @@ -0,0 +1,942 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 18-2-2015 +TIME : 10:19:30 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150205\Stabiliteit\Geometries\hmp611bi.sti +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +1 Zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +2 Klei +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +3 Dijksm +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +4 Verk +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_1 Zand +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 36 - Number of geometry points - + 1 80.000 5.100 0.000 + 2 65.800 5.100 0.000 + 3 51.500 4.600 0.000 + 4 49.300 4.400 0.000 + 5 48.400 4.800 0.000 + 6 21.000 5.400 0.000 + 7 16.000 5.300 0.000 + 8 0.000 5.200 0.000 + 9 42.600 8.700 0.000 + 10 41.810 8.900 0.000 + 11 40.000 9.000 0.000 + 12 39.290 8.950 0.000 + 13 38.400 8.900 0.000 + 14 33.900 8.900 0.000 + 15 32.000 8.700 0.000 + 16 38.000 4.600 0.000 + 17 35.000 4.600 0.000 + 18 80.000 1.300 0.000 + 19 46.000 1.300 0.000 + 20 21.000 0.500 0.000 + 21 0.000 0.500 0.000 + 22 80.000 -5.000 0.000 + 23 0.000 -5.000 0.000 + 24 80.000 5.100 0.000 + 25 65.800 5.100 0.000 + 26 51.500 4.600 0.000 + 27 49.300 4.400 0.000 + 28 48.400 4.800 0.000 + 29 41.800 6.700 0.000 + 30 30.800 7.200 0.000 + 31 30.500 8.180 0.000 + 32 0.000 8.180 0.000 + 33 80.000 6.900 0.000 + 34 69.300 7.000 0.000 + 35 49.300 7.000 0.000 + 36 0.000 8.000 0.000 +[END OF POINTS] + +[CURVES] + 33 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 5 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 5 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 17 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 +[END OF CURVES] + +[BOUNDARIES] + 4 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 22 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 21 20 16 19 18 + 2 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 6 5 17 16 15 4 3 2 1 + 3 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 6 5 14 13 12 11 10 9 8 7 + 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 4 - Number of boundaries - + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 4 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 4 - Number of boundaries - + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 8 - number of curves on PlLine, next line(s) are curvenumbers + 30 29 28 27 26 25 24 23 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 33 32 31 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 3 - Number of layers - + 1 - Layer number, next line is material of layer + wl_1 Zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + 2 Klei + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + 3 Dijksm + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-361580, Detailonderzoek Maasdijken +Vak E, Hmp 611, Stabiliteit binnenwaarts + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 3 Number of layers + 3 100 + 2 100 100 + 1 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 +[degree earth quake] + 100 100 100 +[CIRCLES] + 43.000 52.000 10 X-direction + 9.000 29.000 11 Y-direction + 3.500 0.500 7 Tangent lines + 40.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 40.000 40.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 40.000 40.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 3 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 40.00 = X co-ordinate indicating start of zone [m] + 40.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 40.00 = Left side minimum road [m] + 40.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/live.ParametersFile.xml =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/live.ParametersFile.xml (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/live.ParametersFile.xml (revision 2226) @@ -0,0 +1,17 @@ + + + + 0 + 0 + 0 + 1 + 0 + + + Bishop + CPhi + 0 + Grid + 1 + + \ No newline at end of file Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp487bi.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp487bi.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp487bi.sti (revision 2226) @@ -0,0 +1,1198 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 15:34:35 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\hmp487bi.sti +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +1 Zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +2 Klei +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +3 Dijks +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +4 Zand +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +5 Dijks +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +6 Verk +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_1 Zand +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 47 - Number of geometry points - + 1 90.000 5.900 0.000 + 2 66.800 5.900 0.000 + 3 24.100 5.600 0.000 + 4 23.600 5.400 0.000 + 5 21.900 5.800 0.000 + 6 15.600 5.800 0.000 + 7 0.000 5.900 0.000 + 8 44.800 7.800 0.000 + 9 44.300 8.200 0.000 + 10 43.700 8.400 0.000 + 11 40.700 8.700 0.000 + 12 37.200 8.800 0.000 + 13 32.300 8.600 0.000 + 14 30.300 8.300 0.000 + 15 59.700 8.600 0.000 + 16 59.100 8.700 0.000 + 17 58.300 9.600 0.000 + 18 57.410 9.900 0.000 + 19 55.000 10.100 0.000 + 20 54.890 10.100 0.000 + 21 52.700 10.100 0.000 + 22 49.900 9.600 0.000 + 23 45.300 7.800 0.000 + 24 45.450 7.300 0.000 + 25 50.000 9.100 0.000 + 26 52.900 9.600 0.000 + 27 55.700 9.600 0.000 + 28 65.700 5.800 0.000 + 29 47.500 5.600 0.000 + 30 63.000 5.600 0.000 + 31 0.000 3.200 0.000 + 32 25.000 3.200 0.000 + 33 35.000 3.500 0.000 + 34 55.000 3.500 0.000 + 35 65.000 2.200 0.000 + 36 90.000 2.200 0.000 + 37 0.000 -5.000 0.000 + 38 90.000 -5.000 0.000 + 39 0.000 9.550 0.000 + 40 49.750 9.550 0.000 + 41 50.150 8.550 0.000 + 42 57.400 8.050 0.000 + 43 66.800 5.900 0.000 + 44 90.000 5.900 0.000 + 45 0.000 9.450 0.000 + 46 66.800 8.800 0.000 + 47 90.000 8.800 0.000 +[END OF POINTS] + +[CURVES] + 45 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 14 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 2 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 2 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 28 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 29 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 +[END OF CURVES] + +[BOUNDARIES] + 6 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 38 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 33 34 35 36 37 + 2 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 5 4 3 2 32 30 31 28 1 + 3 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 5 4 3 2 12 11 10 9 8 7 + 6 23 29 30 31 28 1 + 4 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 5 4 3 2 12 11 10 9 8 7 + 6 23 24 25 26 27 28 1 + 5 - Boundary number + 22 - number of curves on boundary, next line(s) are curvenumbers + 5 4 3 2 12 11 10 9 8 7 + 6 22 21 20 19 18 17 16 15 14 + 13 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 6 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 6 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 6 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 39 40 41 42 43 + 2 - PlLine number + 2 - number of curves on PlLine, next line(s) are curvenumbers + 44 45 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 5 - Number of layers - + 1 - Layer number, next line is material of layer + wl_1 Zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + 2 Klei + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + 3 Dijks + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + 4 Zand + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + 5 Dijks + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-361580, Detailonderzoek Maasdijken +Vak A, Hmp 487, Stabiliteit binnenwaarts + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 5 Number of layers + 5 100 + 4 100 100 + 3 100 100 100 + 2 100 100 100 100 + 1 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 +[CIRCLES] + 58.000 68.000 11 X-direction + 10.000 30.000 11 Y-direction + 5.000 1.000 9 Tangent lines + 55.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 6 +[LIFT SLIP DATA] + 55.000 55.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 55.000 55.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 5 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 55.00 = X co-ordinate indicating start of zone [m] + 55.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 55.00 = Left side minimum road [m] + 55.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series007/Dik(dike)_Loc(Grave_348_STBU_bodemopbouw)_Mdl(Bishop)_1996-01-01T00_00_00.std =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series007/Dik(dike)_Loc(Grave_348_STBU_bodemopbouw)_Mdl(Bishop)_1996-01-01T00_00_00.std (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series007/Dik(dike)_Loc(Grave_348_STBU_bodemopbouw)_Mdl(Bishop)_1996-01-01T00_00_00.std (revision 2226) @@ -0,0 +1,4638 @@ +Dump file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 27-03-2019 +TIME : 13:46:46 +FILENAME : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series007\Dik(dike)_Loc(Grave_348_STBU_bodemopbouw)_Mdl(Bishop)_1996-01-01T00_00_00.std +CREATED BY : D-Geo Stability version 18.1.1.3 +========================== BEGINNING OF DATA ========================== +[Input Data] +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1001 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +wl_Zand diep +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=30.26 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=1 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Huidige klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=24.08 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand tussen (1) +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=1.21 +SoilPhi=26.69 +SoilDilatancy=26.69 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei nieuw (1) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=19.04 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_klei +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=1.00 +SoilPhi=27.50 +SoilDilatancy=27.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 56 - Number of geometry points - + 1 0.000 6.019 0.000 + 2 15.677 5.879 0.000 + 3 27.121 5.948 0.000 + 4 50.109 6.402 0.000 + 5 50.262 6.405 0.000 + 6 50.646 6.413 0.000 + 7 50.852 6.417 0.000 + 8 66.167 11.748 0.000 + 9 69.340 11.863 0.000 + 10 70.029 11.838 0.000 + 11 72.529 11.749 0.000 + 12 81.259 8.795 0.000 + 13 99.045 7.981 0.000 + 14 107.247 8.066 0.000 + 15 109.247 8.066 0.000 + 16 115.982 7.789 0.000 + 17 124.605 7.789 0.000 + 18 132.000 7.443 0.000 + 19 132.340 7.443 0.000 + 20 0.000 -5.839 0.000 + 21 132.340 -5.676 0.000 + 22 0.000 4.000 0.000 + 23 31.301 4.000 0.000 + 24 53.839 3.900 0.000 + 25 65.884 2.800 0.000 + 26 109.410 2.693 0.000 + 27 132.340 2.636 0.000 + 28 66.167 3.500 0.000 + 29 81.259 4.000 0.000 + 30 92.914 4.000 0.000 + 31 98.875 4.000 0.000 + 32 109.410 5.185 0.000 + 33 66.167 5.000 0.000 + 34 72.833 5.442 0.000 + 35 81.259 6.000 0.000 + 36 98.957 6.000 0.000 + 37 109.410 5.210 0.000 + 38 53.825 6.475 0.000 + 39 108.225 6.963 0.000 + 40 132.340 6.919 0.000 + 41 0.000 7.000 0.000 + 42 52.527 7.000 0.000 + 43 66.167 5.152 0.000 + 44 72.529 5.500 0.000 + 45 132.340 8.795 0.000 + 46 81.259 8.795 0.000 + 47 132.340 -5.839 0.000 + 48 0.000 -5.839 0.000 + 49 0.000 5.435 0.000 + 50 1.000 5.435 0.000 + 51 38.000 5.448 0.000 + 52 50.852 5.435 0.000 + 53 90.000 5.431 0.000 + 54 132.340 5.431 0.000 + 55 132.340 -5.839 0.000 + 56 0.000 -5.839 0.000 +[END OF POINTS] + +[CURVES] + 52 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 28 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 26 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 33 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 32 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 38 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 8 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 39 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 46 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 55 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 5 6 + 2 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 2 3 7 8 9 10 11 12 6 + 3 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 2 3 13 14 15 16 17 18 12 6 + 4 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 19 20 21 22 23 24 25 26 27 39 + 40 28 29 30 31 + 5 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 19 20 21 22 23 24 25 26 27 39 + 40 28 29 33 34 35 36 37 38 + 6 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 19 20 21 22 23 24 32 27 39 40 + 28 29 33 34 35 36 37 38 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 41 42 43 44 45 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 46 + 3 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 47 48 49 50 51 + 4 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 52 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand diep + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Huidige klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Zand tussen (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Zand tussen (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Klei nieuw (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[END OF RUN IDENTIFICATION TITLES] +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 1 : Zone plot on + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[END OF MSEEPNET] +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[END OF UNIT WEIGHT WATER] +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 100 100 + 4 100 100 100 + 3 100 100 100 100 + 2 100 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 69.348 94.348 10 X-direction + 11.863 36.863 10 Y-direction + 7.443 3.023 9 Tangent lines + 0.000 0.000 0 no fixed point used +[END OF CIRCLES] +[SPENCER SLIP DATA] + 0 Number of points +[END OF SPENCER SLIP DATA] +[SPENCER SLIP DATA 2] + 0 Number of points +[END OF SPENCER SLIP DATA 2] +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[END OF SPENCER SLIP INTERVAL] +[LINE LOADS] + 0 = number of items +[END OF LINE LOADS] +[UNIFORM LOADS] + 1 = number of items +Verkeersbelasting + 13.30 = magnitude + 70.03 72.53 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[END OF UNIFORM LOADS] +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[END OF EARTH QUAKE] +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 1.50 [m] +[END OF MINIMAL REQUIRED CIRCLE DEPTH] +[SLIP CIRCLE SELECTION] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[END OF SLIP CIRCLE SELECTION] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[END OF START VALUE SAFETY FACTOR] +[REFERENCE LEVEL SU] + 16.000 Excavation gamma above freatic level + 18.000 Excavation gamma below freatic level + 2 number of points + 0.000 -5.839 x y + 132.340 -5.676 x y +[END OF REFERENCE LEVEL SU] + +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[END OF LIFT SLIP DATA] +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 3 3 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[END OF EXTERNAL WATER LEVELS] +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[END OF MODEL FACTOR] +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 11.75 = Diketable Height [m] + 3.00 = Width top rest profile [m] + 66.17 = X co-ordinate indicating start of zone [m] + 132.33 = Boundary of M.H.W influence at X [m] + 11.85 = Boundary of M.H.W influence at Y [m] + 1.00 = Required safety in zone 1a + 1.00 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[END OF NEWZONE PLOT DATA] +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[END OF REQUESTED CIRCLE SLICES] +[REQUESTED LIFT SLICES] + 50 = number of slices +[END OF REQUESTED LIFT SLICES] +[REQUESTED SPENCER SLICES] + 50 = number of slices +[END OF REQUESTED SPENCER SLICES] +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[End of Input Data] + +[RestProfile] + 6 + 66.17000 11.75000 + 69.17000 11.75000 + 80.73889 5.96556 + 88.60111 4.00000 + 91.12521 2.73795 + 125.43301 -5.83900 +[ZONE RESULTS] +[Column Indication] +X-Centrepoint +Y-Centrepoint +Radius +Stability factor +Zone number +Entry point circle +Rotated angle in radians +Rotated safety +[End of Column Indication] +[Data] + 72.126 11.863 8.840 8.643 1 63.354 0.000000 8.643 + 72.126 11.863 8.840 8.643 1 63.354 0.000000 8.643 + 72.126 11.863 8.287 8.592 1 63.888 0.000000 8.592 + 72.126 11.863 8.287 8.592 1 63.888 0.000000 8.592 + 72.126 11.863 7.735 8.541 1 64.425 0.000000 8.541 + 72.126 11.863 7.735 8.541 1 64.425 0.000000 8.541 + 72.126 11.863 7.183 8.277 1 64.963 0.000000 8.277 + 72.126 11.863 7.183 8.277 1 64.963 0.000000 8.277 + 72.126 11.863 6.630 7.931 1 65.505 0.000000 7.931 + 72.126 11.863 6.630 7.931 1 65.505 0.000000 7.931 + 72.126 11.863 6.077 7.551 1 66.050 0.000000 7.551 + 72.126 11.863 6.077 7.551 1 66.050 0.000000 7.551 + 72.126 11.863 5.525 7.592 3 66.602 0.000573 7.592 + 72.126 11.863 5.525 7.592 3 66.602 0.000573 7.592 + 72.126 11.863 4.973 7.447 3 67.154 0.000573 7.447 + 72.126 11.863 4.973 7.447 3 67.154 0.000573 7.447 + 72.126 11.863 4.420 7.219 3 67.706 0.000573 7.219 + 72.126 11.863 4.420 7.219 3 67.706 0.000573 7.219 + 72.126 14.641 11.618 8.217 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0.000 0.000 0.000 7.387 -0.000 -0.000 5.350 0.000 0.000 1 + 1.280 24.080 24.080 0.000 0.000 0.000 7.501 -0.000 -0.000 4.706 0.000 0.000 1 + 1.280 24.080 24.080 0.000 0.000 0.000 7.614 -0.000 -0.000 4.105 0.000 0.000 1 + 1.280 24.080 24.080 0.000 0.000 0.000 7.726 -0.000 -0.000 3.459 0.000 0.000 1 + 1.280 24.080 24.080 0.000 0.000 0.000 7.839 -0.000 -0.000 2.768 0.000 0.000 1 + 1.280 24.080 24.080 0.000 0.000 0.000 7.951 -0.000 -0.000 2.032 0.000 0.000 1 + 1.280 24.080 24.080 0.000 0.000 0.000 8.064 -0.000 -0.000 1.252 0.000 0.000 1 + 1.280 24.080 24.080 0.000 0.000 0.000 8.177 -0.000 -0.000 0.425 0.000 0.000 1 +[End of Data] +[End of Strength and Loads] +[Stresses] +[Column Indication] +TotalStress +EffectiveStress +HydrostaticPore +AanpasPore +PnLinePore +ShearStress +NormalStress +LoadStress +NormalStress +WaterLoadStress +TotalPore +[End of Column Indication] +[Data] + 15.561 15.561 0.000 0.000 0.000 4.046 12.166 13.300 12.166 0.000 0.000 + 19.920 19.920 0.000 0.000 0.000 5.068 15.963 13.300 15.963 0.000 0.000 + 23.962 23.962 0.000 0.000 0.000 6.040 19.572 13.300 19.572 0.000 0.000 + 27.712 27.712 0.000 0.000 0.000 6.962 22.999 13.300 22.999 0.000 0.000 + 31.189 31.189 0.000 0.000 0.000 7.838 26.251 13.300 26.251 0.000 0.000 + 34.411 34.411 0.000 0.000 0.000 8.667 29.331 13.300 29.331 0.000 0.000 + 37.393 37.393 0.000 0.000 0.000 9.452 32.246 13.300 32.246 0.000 0.000 + 38.830 38.830 0.000 0.000 0.000 9.835 33.672 13.300 33.672 0.000 0.000 + 25.995 25.995 0.000 0.000 0.000 6.839 22.541 0.000 22.541 0.000 0.000 + 26.823 26.823 0.000 0.000 0.000 7.098 23.505 0.000 23.505 0.000 0.000 + 27.444 27.444 0.000 0.000 0.000 7.310 24.291 0.000 24.291 0.000 0.000 + 27.868 27.868 0.000 0.000 0.000 7.475 24.902 0.000 24.902 0.000 0.000 + 28.101 28.101 0.000 0.000 0.000 7.593 25.342 0.000 25.342 0.000 0.000 + 28.150 28.150 0.000 0.000 0.000 7.666 25.613 0.000 25.613 0.000 0.000 + 28.019 28.019 0.000 0.000 0.000 7.694 25.716 0.000 25.716 0.000 0.000 + 27.715 27.715 0.000 0.000 0.000 7.676 25.652 0.000 25.652 0.000 0.000 + 27.240 27.240 0.000 0.000 0.000 7.615 25.422 0.000 25.422 0.000 0.000 + 26.598 26.598 0.000 0.000 0.000 7.508 25.027 0.000 25.027 0.000 0.000 + 25.794 25.794 0.000 0.000 0.000 7.357 24.466 0.000 24.466 0.000 0.000 + 24.828 24.828 0.000 0.000 0.000 7.162 23.740 0.000 23.740 0.000 0.000 + 23.705 23.705 0.000 0.000 0.000 6.921 22.847 0.000 22.847 0.000 0.000 + 22.424 22.424 0.000 0.000 0.000 6.636 21.786 0.000 21.786 0.000 0.000 + 20.988 20.988 0.000 0.000 0.000 6.305 20.556 0.000 20.556 0.000 0.000 + 19.398 19.398 0.000 0.000 0.000 5.927 19.155 0.000 19.155 0.000 0.000 + 17.654 17.654 0.000 0.000 0.000 5.503 17.579 0.000 17.579 0.000 0.000 + 15.773 15.773 0.000 0.000 0.000 5.035 15.841 0.000 15.841 0.000 0.000 + 13.757 13.757 0.000 0.000 0.000 4.523 13.939 0.000 13.939 0.000 0.000 + 11.592 11.592 0.000 0.000 0.000 3.963 11.859 0.000 11.859 0.000 0.000 + 9.277 9.277 0.000 0.000 0.000 3.354 9.594 0.000 9.594 0.000 0.000 + 6.812 6.812 0.000 0.000 0.000 2.693 7.140 0.000 7.140 0.000 0.000 + 4.194 4.194 0.000 0.000 0.000 1.980 4.491 0.000 4.491 0.000 0.000 + 1.424 1.424 0.000 0.000 0.000 1.212 1.639 0.000 1.639 0.000 0.000 +[End of Data] +[End of Stresses] +[CUCalculates results} +[Column Indication] +PreLoadStress +Yieldstress +POP +OCR +Exponent +SFactor +AdditionalFactorLEM +[End of Column Indication] +[Data] + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 +[End of Data] +[End of CUCalculates results} +[End of Dump] + +[CALCULATION TIME] +00:00:01 +[END OF CALCULATION TIME] + +[End of Dump File] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp465bi.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp465bi.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hmp465bi.sti (revision 2226) @@ -0,0 +1,1192 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:01:54 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\hmp465bi.sti +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +1 Zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +2 Veen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=17.50 +SoilDilatancy=17.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +3 Klei +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +4 Veen +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=17.50 +SoilDilatancy=17.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +5 Dijksm +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +6 Verk +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_1 Zand +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 44 - Number of geometry points - + 1 22.000 2.800 0.000 + 2 16.300 1.400 0.000 + 3 0.000 2.200 0.000 + 4 98.000 5.100 0.000 + 5 96.300 5.100 0.000 + 6 94.700 5.000 0.000 + 7 87.400 4.200 0.000 + 8 81.000 5.100 0.000 + 9 74.100 6.300 0.000 + 10 42.700 5.200 0.000 + 11 37.800 4.900 0.000 + 12 30.000 4.800 0.000 + 13 77.500 5.900 0.000 + 14 67.600 9.000 0.000 + 15 65.700 10.000 0.000 + 16 64.610 10.100 0.000 + 17 63.000 10.200 0.000 + 18 62.090 10.150 0.000 + 19 61.300 10.100 0.000 + 20 59.800 10.100 0.000 + 21 56.900 9.900 0.000 + 22 48.500 7.200 0.000 + 23 53.000 4.500 0.000 + 24 68.000 4.500 0.000 + 25 75.000 5.500 0.000 + 26 43.000 2.800 0.000 + 27 73.000 3.800 0.000 + 28 98.000 3.800 0.000 + 29 0.000 0.700 0.000 + 30 38.000 0.700 0.000 + 31 0.000 -5.000 0.000 + 32 98.000 -5.000 0.000 + 33 0.000 9.650 0.000 + 34 56.100 9.650 0.000 + 35 56.400 8.700 0.000 + 36 65.700 8.200 0.000 + 37 74.100 6.300 0.000 + 38 77.500 5.900 0.000 + 39 81.000 5.100 0.000 + 40 96.300 5.100 0.000 + 41 98.000 5.100 0.000 + 42 23.000 9.650 0.000 + 43 87.400 5.400 0.000 + 44 98.000 5.400 0.000 +[END OF POINTS] + +[CURVES] + 44 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 12 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 8 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 13 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 9 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 9 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 8 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 26 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 23 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 27 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 26 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 42 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 +[END OF CURVES] + +[BOUNDARIES] + 6 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 33 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 31 32 28 23 29 30 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 2 1 27 28 23 29 30 + 3 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 2 1 9 8 7 22 23 24 25 26 + 6 5 4 3 + 4 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 2 1 9 8 7 22 23 24 11 10 + 6 5 4 3 + 5 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 2 1 9 8 7 21 20 19 18 17 + 16 15 14 13 12 11 10 6 5 4 + 3 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 6 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 6 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 6 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 8 - number of curves on PlLine, next line(s) are curvenumbers + 34 35 36 37 38 39 40 41 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 42 43 44 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 5 - Number of layers - + 1 - Layer number, next line is material of layer + wl_1 Zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + 2 Veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + 3 Klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + 4 Veen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + 5 Dijksm + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-361580, Detailonderzoek Maasdijken +Vak A, Hmp 465, Stabiliteit binnenwaarts + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 5 Number of layers + 5 100 + 4 100 100 + 3 100 100 100 + 2 100 100 100 100 + 1 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 +[CIRCLES] + 68.000 78.000 11 X-direction + 10.000 30.000 11 Y-direction + 4.500 2.000 6 Tangent lines + 63.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 6 +[LIFT SLIP DATA] + 63.000 63.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 63.000 63.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 5 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 63.00 = X co-ordinate indicating start of zone [m] + 63.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 63.00 = Left side minimum road [m] + 63.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm993bi.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm993bi.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm993bi.sti (revision 2226) @@ -0,0 +1,1089 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:54 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\hm993bi.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +zand (2) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=19.00 +SoilDilatancy=19.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijksmat +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamOvenDry=0.01 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 49 - Number of geometry points - + 1 0.000 2.100 0.000 + 2 2.200 2.100 0.000 + 3 12.800 2.400 0.000 + 4 19.800 2.500 0.000 + 5 65.600 0.800 0.000 + 6 70.900 -0.100 0.000 + 7 73.600 -0.540 0.000 + 8 75.300 -0.900 0.000 + 9 81.600 -1.000 0.000 + 10 83.000 -0.540 0.000 + 11 85.500 0.300 0.000 + 12 88.300 0.500 0.000 + 13 90.000 0.500 0.000 + 14 34.600 6.200 0.000 + 15 36.000 6.400 0.000 + 16 40.000 6.600 0.000 + 17 41.500 6.500 0.000 + 18 44.000 6.400 0.000 + 19 45.500 6.300 0.000 + 20 47.750 5.400 0.000 + 21 49.400 5.200 0.000 + 22 51.800 5.200 0.000 + 23 54.400 5.100 0.000 + 24 55.400 4.900 0.000 + 25 55.800 4.800 0.000 + 26 57.100 4.200 0.000 + 27 61.100 3.000 0.000 + 28 28.200 4.650 0.000 + 29 42.800 1.700 0.000 + 30 0.000 -2.000 0.000 + 31 18.000 -2.000 0.000 + 32 53.000 -2.500 0.000 + 33 90.000 -2.500 0.000 + 34 0.000 -13.000 0.000 + 35 90.000 -13.000 0.000 + 36 0.000 4.650 0.000 + 37 28.200 4.650 0.000 + 38 29.200 3.650 0.000 + 39 44.000 3.000 0.000 + 40 65.600 0.800 0.000 + 41 70.900 -0.100 0.000 + 42 73.600 -0.540 0.000 + 43 83.000 -0.540 0.000 + 44 90.000 -0.540 0.000 + 45 0.000 4.000 0.000 + 46 19.800 3.250 0.000 + 47 57.500 1.470 0.000 + 48 65.600 0.650 0.000 + 49 90.000 0.650 0.000 +[END OF POINTS] + +[CURVES] + 46 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 5 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 28 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 14 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 21 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 5 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 34 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 31 32 33 + 2 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 28 30 4 5 6 7 8 + 9 10 11 + 3 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 28 29 12 13 14 15 16 + 17 18 4 5 6 7 8 9 10 11 + 4 - Boundary number + 27 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 19 20 21 22 23 24 25 + 26 27 12 13 14 15 16 17 18 4 + 5 6 7 8 9 10 11 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 8 - number of curves on PlLine, next line(s) are curvenumbers + 35 36 37 38 39 40 41 42 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 43 44 45 46 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (2) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + dijksmat + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + dijksmat + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-361580, Detailonderzoek Maasdijken +Vak H, hmp 993, binnenwaartse stab. + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[FORBIDDEN LINES] + 2 - Forbidden lines + 1 + 61.10 3.00 - X1 Y1 + 65.60 0.70 - X2 Y2 + 2 + 65.60 0.70 - X1 Y1 + 69.00 0.20 - X2 Y2 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 52.000 78.000 20 X-direction + 7.000 25.000 10 Y-direction + 0.000 -3.000 5 Tangent lines + 40.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 5 +[LIFT SLIP DATA] + 40.000 40.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 40.000 40.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 40.00 = X co-ordinate indicating start of zone [m] + 40.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 40.00 = Left side minimum road [m] + 40.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/live.InputTimeSeries2.xml =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/live.InputTimeSeries2.xml (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/live.InputTimeSeries2.xml (revision 2226) @@ -0,0 +1,108 @@ + + + 0.0 + +
+ instantaneous + Grave_beneden + Waterlevel + + + + -9999.0 + Grebbe + m +
+ +
+ +
+ instantaneous + KERI317_1_G + Waterpressure + + + + -9999.0 + Grebbe + m +
+ + +
+ +
+ instantaneous + KERI317_2_G + Waterpressure + + + + -9999.0 + Grebbe + m +
+ + +
+ +
+ instantaneous + KERI317_3_G + Waterpressure + + + + -9999.0 + Grebbe + m +
+ + +
+ +
+ instantaneous + KERI346_1_G + Waterpressure + + + + -9999.0 + Grebbe + m +
+ + +
+ +
+ instantaneous + KERI346_2_G + Waterpressure + + + + -9999.0 + Grebbe + m +
+ + +
+ +
+ instantaneous + KERI346_3_G + Waterpressure + + + + -9999.0 + Grebbe + m +
+ + +
+
Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/703bi.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/703bi.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/703bi.sti (revision 2226) @@ -0,0 +1,1070 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:55 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\703bi.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +zand (1) (1) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (1) (1) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.70 +SoilGamOvenDry=0.01 +SoilGamWet=16.70 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.30 +SoilPhi=17.30 +SoilDilatancy=17.30 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijks +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.50 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.50 +SoilPhi=19.40 +SoilDilatancy=19.40 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamOvenDry=0.01 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (1) (1) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 51 - Number of geometry points - + 1 60.000 3.700 0.000 + 2 43.800 3.600 0.000 + 3 43.100 3.600 0.000 + 4 42.300 3.400 0.000 + 5 41.800 3.400 0.000 + 6 11.800 3.300 0.000 + 7 10.100 3.000 0.000 + 8 0.000 2.600 0.000 + 9 40.000 4.600 0.000 + 10 36.600 6.400 0.000 + 11 35.000 7.100 0.000 + 12 33.400 7.900 0.000 + 13 32.600 8.500 0.000 + 14 31.600 8.700 0.000 + 15 31.260 8.700 0.000 + 16 30.000 8.800 0.000 + 17 28.740 8.800 0.000 + 18 28.500 8.800 0.000 + 19 27.300 8.600 0.000 + 20 26.500 8.200 0.000 + 21 25.400 8.000 0.000 + 22 24.150 7.360 0.000 + 23 22.400 6.500 0.000 + 24 20.700 5.900 0.000 + 25 19.300 5.500 0.000 + 26 17.300 5.000 0.000 + 27 14.900 4.300 0.000 + 28 21.500 3.400 0.000 + 29 60.000 2.400 0.000 + 30 42.000 2.400 0.000 + 31 35.500 2.200 0.000 + 32 21.500 2.200 0.000 + 33 10.100 2.000 0.000 + 34 0.000 2.000 0.000 + 35 60.000 -5.000 0.000 + 36 0.000 -5.000 0.000 + 37 60.000 3.700 0.000 + 38 43.800 3.600 0.000 + 39 43.100 3.600 0.000 + 40 42.300 3.400 0.000 + 41 41.800 3.400 0.000 + 42 32.600 5.800 0.000 + 43 24.600 6.350 0.000 + 44 24.150 7.360 0.000 + 45 0.000 7.360 0.000 + 46 60.000 4.000 0.000 + 47 0.000 4.000 0.000 + 48 60.000 4.400 0.000 + 49 42.800 4.400 0.000 + 50 41.800 5.350 0.000 + 51 0.000 6.800 0.000 +[END OF POINTS] + +[CURVES] + 46 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 5 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 5 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 43 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 +[END OF CURVES] + +[BOUNDARIES] + 4 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 34 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 33 32 31 30 29 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 6 5 28 27 4 3 2 1 + 3 - Boundary number + 26 - number of curves on boundary, next line(s) are curvenumbers + 6 5 26 25 24 23 22 21 20 19 + 18 17 16 15 14 13 12 11 10 9 + 8 7 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 4 - Number of boundaries - + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 4 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 4 - Number of boundaries - + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 3 - Number of piezometric level lines - + 1 - PlLine number + 8 - number of curves on PlLine, next line(s) are curvenumbers + 42 41 40 39 38 37 36 35 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 43 + 3 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 46 45 44 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 3 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (1) (1) + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei (1) (1) + 99 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + dijks + 1 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijkverbetering Maren-Kessel CO-378780 +hmp 703+20m Binnenwaartse stabiliteit + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 3 Number of layers + 3 100 + 2 100 100 + 1 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 +[degree earth quake] + 100 100 100 +[CIRCLES] + 33.000 43.000 11 X-direction + 9.000 24.000 11 Y-direction + 3.000 1.000 5 Tangent lines + 30.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 30.000 30.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 30.000 30.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 3 - Number of layers + 3 3 = Pl-top and pl-bottom + 99 3 = Pl-top and pl-bottom + 1 2 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 30.00 = X co-ordinate indicating start of zone [m] + 30.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 30.00 = Left side minimum road [m] + 30.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/324+31.std =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/324+31.std (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/324+31.std (revision 2226) @@ -0,0 +1,13820 @@ +Dump file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 27-2-2017 +TIME : 11:52:17 +FILENAME : \\tsclient\W\WK\4. Projecten\1. DAM\3. 2015\1. PWK\Stabiliteit\Geometries\324+31.std +CREATED BY : D-Geo Stability version 16.2.1.4 +========================== BEGINNING OF DATA ========================== +[Input Data] +[VERSION] +Soil=1002 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1000 +D-Geo Stability=1006 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +zandondergrond +SoilColor=65535 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=30.26 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zandtussenlaag +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=25.69 +SoilDilatancy=25.69 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, huidig +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=24.08 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, nieuw +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=19.04 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +weg +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=22.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=34.96 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zandondergrond +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=30.26 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 111 - Number of geometry points - + 1 0.000 9.820 0.000 + 2 0.000 5.450 0.000 + 3 0.000 4.450 0.000 + 4 90.000 8.190 0.000 + 5 0.000 7.079 0.000 + 6 0.000 5.950 0.000 + 7 90.000 6.960 0.000 + 8 85.000 7.070 0.000 + 9 81.000 7.180 0.000 + 10 77.000 7.170 0.000 + 11 69.090 8.280 0.000 + 12 68.200 8.400 0.000 + 13 64.830 8.560 0.000 + 14 64.260 8.590 0.000 + 15 57.150 11.430 0.000 + 16 54.950 11.790 0.000 + 17 54.000 11.810 0.000 + 18 50.000 11.990 0.000 + 19 48.469 11.871 0.000 + 20 45.000 11.600 0.000 + 21 42.365 10.613 0.000 + 22 40.285 9.834 0.000 + 23 34.369 7.620 0.000 + 24 33.888 7.440 0.000 + 25 28.930 6.998 0.000 + 26 26.351 6.770 0.000 + 27 7.495 6.393 0.000 + 28 5.156 6.345 0.000 + 29 0.000 6.335 0.000 + 30 69.035 7.958 0.000 + 31 68.239 8.040 0.000 + 32 64.253 8.273 0.000 + 33 64.000 8.261 0.000 + 34 59.568 10.077 0.000 + 35 57.184 11.054 0.000 + 36 59.020 10.182 0.000 + 37 63.058 8.265 0.000 + 38 62.780 8.397 0.000 + 39 61.678 8.920 0.000 + 40 53.896 11.360 0.000 + 41 50.008 11.564 0.000 + 42 48.501 11.495 0.000 + 43 55.190 10.917 0.000 + 44 52.542 11.000 0.000 + 45 48.548 11.000 0.000 + 46 59.707 8.307 0.000 + 47 56.176 8.039 0.000 + 48 53.492 7.674 0.000 + 49 51.259 7.500 0.000 + 50 50.408 7.500 0.000 + 51 48.630 7.500 0.000 + 52 42.863 7.597 0.000 + 53 90.000 6.200 0.000 + 54 76.888 6.200 0.000 + 55 64.807 6.200 0.000 + 56 63.927 6.200 0.000 + 57 61.583 6.509 0.000 + 58 58.975 6.771 0.000 + 59 55.818 6.993 0.000 + 60 51.304 7.036 0.000 + 61 28.930 6.843 0.000 + 62 28.930 6.358 0.000 + 63 28.930 5.561 0.000 + 64 26.361 5.277 0.000 + 65 20.263 4.964 0.000 + 66 16.822 4.856 0.000 + 67 16.124 4.440 0.000 + 68 12.562 4.477 0.000 + 69 11.641 4.729 0.000 + 70 10.415 5.000 0.000 + 71 9.791 5.235 0.000 + 72 8.146 6.065 0.000 + 73 48.512 7.014 0.000 + 74 45.292 6.775 0.000 + 75 42.114 6.290 0.000 + 76 38.362 5.470 0.000 + 77 34.890 5.000 0.000 + 78 31.301 5.000 0.000 + 79 0.000 5.000 0.000 + 80 90.000 4.990 0.000 + 81 74.290 4.990 0.000 + 82 69.100 4.930 0.000 + 83 63.848 4.930 0.000 + 84 60.901 5.507 0.000 + 85 52.499 5.884 0.000 + 86 44.849 5.530 0.000 + 87 40.387 4.539 0.000 + 88 35.571 3.689 0.000 + 89 17.793 3.476 0.000 + 90 11.915 2.980 0.000 + 91 4.974 3.335 0.000 + 92 0.000 3.405 0.000 + 93 90.000 -6.700 0.000 + 94 0.000 -6.700 0.000 + 95 90.000 6.960 0.000 + 96 85.000 7.070 0.000 + 97 81.000 7.180 0.000 + 98 77.000 7.170 0.000 + 99 69.090 8.280 0.000 + 100 68.200 8.400 0.000 + 101 64.260 8.590 0.000 + 102 54.950 10.360 0.000 + 103 45.310 10.850 0.000 + 104 44.360 11.350 0.000 + 105 0.000 11.360 0.000 + 106 90.000 7.520 0.000 + 107 77.000 7.900 0.000 + 108 64.260 7.900 0.000 + 109 33.888 10.490 0.000 + 110 10.000 11.360 0.000 + 111 44.630 11.460 0.000 +[END OF POINTS] + +[CURVES] + 110 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 111 20 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 111 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 11 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 31 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 14 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 29 - Curve number + 2 - number of points on curve, next 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points on curve, next line(s) are pointnumbers + 107 106 + 107 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 108 107 + 108 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 109 108 + 109 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 110 109 + 110 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 105 110 +[END OF CURVES] + +[BOUNDARIES] + 14 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 95 + 1 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 94 93 92 91 90 89 88 87 86 85 + 84 83 + 2 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 82 71 70 69 68 67 81 80 79 78 + 77 76 75 60 59 58 57 56 55 54 + 3 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 23 22 74 73 72 71 70 69 68 67 + 81 80 79 78 77 76 75 60 59 58 + 57 56 55 54 + 4 - Boundary number + 28 - number of curves on boundary, next line(s) are curvenumbers + 23 22 74 73 72 71 70 69 68 67 + 66 65 64 63 62 19 18 53 52 51 + 61 60 59 58 57 56 55 54 + 5 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 23 22 21 20 19 18 53 52 51 61 + 60 59 58 57 56 55 54 + 6 - Boundary number + 27 - number of curves on boundary, next line(s) are curvenumbers + 23 22 21 20 19 18 53 52 51 50 + 49 48 47 46 35 34 28 27 7 6 + 26 25 24 4 3 2 1 + 7 - Boundary number + 27 - number of curves on boundary, next line(s) are curvenumbers + 23 22 21 20 19 18 17 16 45 44 + 43 42 37 36 35 34 28 27 7 6 + 26 25 24 4 3 2 1 + 8 - Boundary number + 34 - number of curves on boundary, next line(s) are curvenumbers + 23 22 21 20 19 18 17 16 15 14 + 13 41 40 39 38 10 9 31 33 37 + 36 35 34 28 27 7 6 26 25 24 + 4 3 2 1 + 9 - Boundary number + 32 - number of curves on boundary, next line(s) are curvenumbers + 23 22 21 20 19 18 17 16 15 14 + 13 12 11 10 9 31 33 37 36 35 + 34 28 27 7 6 26 25 24 4 3 + 2 1 + 10 - Boundary number + 30 - number of curves on boundary, next line(s) are curvenumbers + 23 22 21 20 19 18 17 16 15 14 + 13 12 11 10 9 31 33 32 29 28 + 27 7 6 26 25 24 4 3 2 1 + 11 - Boundary number + 29 - number of curves on boundary, next line(s) are curvenumbers + 23 22 21 20 19 18 17 16 15 14 + 13 12 11 10 9 31 30 29 28 27 + 7 6 26 25 24 4 3 2 1 + 12 - Boundary number + 25 - number of curves on boundary, next line(s) are curvenumbers + 23 22 21 20 19 18 17 16 15 14 + 13 12 11 10 9 8 7 6 26 25 + 24 4 3 2 1 + 13 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 23 22 21 20 19 18 17 16 15 14 + 13 12 11 10 9 8 7 6 5 4 + 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 14 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 14 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 14 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 10 - number of curves on PlLine, next line(s) are curvenumbers + 105 104 103 102 101 100 99 98 97 96 + 2 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 110 109 108 107 106 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 13 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zandondergrond + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + zandtussenlaag + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + zandtussenlaag + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + weg + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer + 13 - Layer number, next line is material of layer + weg + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 13 - Boundarynumber at top of layer + 12 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijkverbetering Keent/Grave +Profiel 324 + 31 +Huidige situatie +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 1 : Zone plot on + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[FORBIDDEN LINES] + 1 - Forbidden lines + 1 + 59.20 10.84 - X1 Y1 + 54.20 10.84 - X2 Y2 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 13 Number of layers + 13 100 + 12 100 100 + 11 100 100 100 + 10 100 100 100 100 + 9 100 100 100 100 100 + 8 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 0 0 0 0 100 0 100 0 + 0 0 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 +[CIRCLES] + 57.654 62.654 11 X-direction + 28.316 33.316 11 Y-direction + 8.660 5.660 13 Tangent lines + 50.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 51.47 53.97 = xstart and xend + 30.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL SU] + 16.000 Excavation gamma above freatic level + 18.000 Excavation gamma below freatic level + 35 number of points + 0.000 6.335 x y + 5.156 6.345 x y + 7.495 6.393 x y + 26.351 6.770 x y + 28.930 6.998 x y + 33.888 7.440 x y + 34.369 7.620 x y + 40.285 9.834 x y + 42.365 10.613 x y + 44.630 11.460 x y + 45.000 11.600 x y + 48.469 11.871 x y + 48.501 11.495 x y + 50.008 11.564 x y + 53.896 11.360 x y + 54.000 11.810 x y + 54.950 11.790 x y + 57.150 11.430 x y + 57.184 11.054 x y + 59.020 10.182 x y + 61.678 8.920 x y + 62.780 8.397 x y + 63.058 8.265 x y + 64.000 8.261 x y + 64.253 8.273 x y + 64.260 8.590 x y + 64.830 8.560 x y + 68.200 8.400 x y + 68.239 8.040 x y + 69.035 7.958 x y + 69.090 8.280 x y + 77.000 7.170 x y + 81.000 7.180 x y + 85.000 7.070 x y + 90.000 6.960 x y +[END OF REFERENCE LEVEL SU] + +[LIFT SLIP DATA] + 50.000 50.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 50.000 50.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 13 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 11.60 = Diketable Height [m] + 3.00 = Width top rest profile [m] + 45.00 = X co-ordinate indicating start of zone [m] + 54.95 = Boundary of M.H.W influence at X [m] + 8.59 = Boundary of M.H.W influence at Y [m] + 1.08 = Required safety in zone 1a + 1.08 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 50.00 = Left side minimum road [m] + 50.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[End of Input Data] + +[RestProfile] + 7 + 45.00000 11.60000 + 48.00000 11.60000 + 49.20000 11.00000 + 59.94421 8.31395 + 64.17211 6.20000 + 69.24538 4.93168 + 90.00000 -0.25697 +[ZONE RESULTS] 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IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/HMP915.STI (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/HMP915.STI (revision 2226) @@ -0,0 +1,1263 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:53 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\HMP915.STI +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +zand (2) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +veen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamOvenDry=0.01 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kleidekl +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=19.00 +SoilDilatancy=19.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kleidekm +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer (1) +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=130.00 +SoilGamOvenDry=0.01 +SoilGamWet=130.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kleibrmm +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (2) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 35 - Number of geometry points - + 1 80.000 2.300 0.000 + 2 52.900 2.250 0.000 + 3 51.600 2.500 0.000 + 4 47.200 2.700 0.000 + 5 11.000 2.700 0.000 + 6 0.000 2.400 0.000 + 7 35.200 7.400 0.000 + 8 34.350 7.400 0.000 + 9 31.850 7.400 0.000 + 10 31.000 7.500 0.000 + 11 29.200 7.300 0.000 + 12 0.000 1.650 0.000 + 13 38.000 1.650 0.000 + 14 45.800 0.800 0.000 + 15 0.000 -1.300 0.000 + 16 22.700 -1.300 0.000 + 17 38.000 -1.300 0.000 + 18 0.000 -1.800 0.000 + 19 21.000 -1.800 0.000 + 20 80.000 -1.300 0.000 + 21 80.000 -1.800 0.000 + 22 0.000 -5.000 0.000 + 23 80.000 -5.000 0.000 + 24 0.000 5.600 0.000 + 25 23.000 5.600 0.000 + 26 23.800 5.000 0.000 + 27 46.200 3.100 0.000 + 28 47.200 2.700 0.000 + 29 51.600 2.500 0.000 + 30 52.900 2.250 0.000 + 31 80.000 2.300 0.000 + 32 0.000 5.300 0.000 + 33 10.900 5.300 0.000 + 34 50.000 4.800 0.000 + 35 80.000 4.800 0.000 +[END OF POINTS] + +[CURVES] + 32 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 4 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 2 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 14 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 16 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 22 + 1 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 18 21 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 18 19 16 20 + 3 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 15 16 17 14 1 + 4 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 12 13 14 1 + 5 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 4 11 3 2 1 + 6 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 4 10 9 8 7 6 5 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 23 24 25 26 27 28 29 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 30 31 32 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (2) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + kleidekl + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + zand (2) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + kleidekl + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + kleidekm + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-361580 verb Maasdijk, vak Heusden-O +Bernse veer, hmp 915, binnenwaarste stab + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[FORBIDDEN LINES] + 2 - Forbidden lines + 1 + 47.20 2.70 - X1 Y1 + 35.20 7.40 - X2 Y2 + 2 + 52.90 2.25 - X1 Y1 + 47.20 2.70 - X2 Y2 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 100 100 + 4 100 100 100 + 3 100 100 100 100 + 2 100 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 +[CIRCLES] + 46.000 50.000 3 X-direction + 10.000 14.000 3 Y-direction + -1.000 -3.000 3 Tangent lines + 60.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 7 +[LIFT SLIP DATA] + 60.000 60.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 60.000 60.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 60.00 = X co-ordinate indicating start of zone [m] + 60.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 60.00 = Left side minimum road [m] + 60.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 301 kleine bermverbetering.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 301 kleine bermverbetering.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/Keent 301 kleine bermverbetering.sti (revision 2226) @@ -0,0 +1,1039 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 26-01-2015 +TIME : 08:44:50 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150119\Stabiliteit\Geometries\Gespiegeld\Keent 301 kleine bermverbetering.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +Zand-tussen +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=26.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Huidige klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Zand-diep +SoilColor=65535 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Klei nieuw (1) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +WL_Zand-diep +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 40 - Number of geometry points - + 1 135.000 6.338 0.000 + 2 117.845 6.338 0.000 + 3 114.649 8.060 0.000 + 4 108.658 8.122 0.000 + 5 108.645 8.122 0.000 + 6 95.936 8.275 0.000 + 7 94.010 8.300 0.000 + 8 90.854 9.356 0.000 + 9 83.946 9.674 0.000 + 10 78.417 11.770 0.000 + 11 76.305 12.216 0.000 + 12 75.000 12.250 0.000 + 13 73.601 12.215 0.000 + 14 71.563 11.968 0.000 + 15 61.258 8.496 0.000 + 16 55.250 8.291 0.000 + 17 51.778 7.646 0.000 + 18 50.414 7.781 0.000 + 19 48.888 8.136 0.000 + 20 39.076 8.241 0.000 + 21 22.041 8.316 0.000 + 22 3.591 8.297 0.000 + 23 0.000 8.297 0.000 + 24 89.056 8.365 0.000 + 25 87.329 8.391 0.000 + 26 135.000 4.700 0.000 + 27 86.702 4.000 0.000 + 28 0.000 4.800 0.000 + 29 135.000 -10.000 0.000 + 30 0.000 -10.000 0.000 + 31 135.000 8.950 0.000 + 32 135.000 7.539 0.000 + 33 94.053 8.166 0.000 + 34 76.228 10.600 0.000 + 35 70.161 11.410 0.000 + 36 0.000 11.410 0.000 + 37 98.121 10.791 0.000 + 38 87.329 11.330 0.000 + 39 61.258 11.410 0.000 + 40 0.000 11.417 0.000 +[END OF POINTS] + +[CURVES] + 38 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 7 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 31 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 40 +[END OF CURVES] + +[BOUNDARIES] + 4 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 28 + 1 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 27 26 + 2 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 22 21 20 19 18 17 16 15 14 13 + 12 11 10 9 25 24 23 6 5 4 + 3 2 1 + 3 - Boundary number + 22 - number of curves on boundary, next line(s) are curvenumbers + 22 21 20 19 18 17 16 15 14 13 + 12 11 10 9 8 7 6 5 4 3 + 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 4 - Number of boundaries - + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 4 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 4 - Number of boundaries - + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 33 32 31 30 29 + 2 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 38 37 36 35 34 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 3 - Number of layers - + 1 - Layer number, next line is material of layer + WL_Zand-diep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Klei nieuw (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijring 36, Grave +Profiel 301 +Verbeterd +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 3 Number of layers + 3 100 + 2 100 100 + 1 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 +[degree earth quake] + 100 100 100 +[CIRCLES] + 83.412 86.820 10 X-direction + 17.990 21.104 10 Y-direction + 8.000 2.000 11 Tangent lines + 75.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeer + 13.30 = magnitude + 74.02 76.52 = xstart and xend + 30.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 4 +[LIFT SLIP DATA] + 85.572 88.621 5 X-direction Left + 20.452 22.717 5 Y-direction Left + 87.314 89.405 5 X-direction Right + 12.788 14.879 5 Y-direction Right + 4.000 4.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 3 - Number of layers + 0 0 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 75.00 = X co-ordinate indicating start of zone [m] + 75.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 75.00 = Left side minimum road [m] + 75.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/runDamLive.bat =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/runDamLive.bat (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/runDamLive.bat (revision 2226) @@ -0,0 +1,5 @@ + ..\bin\damlive -d WSAM(Primare_keringen)Stabiliteit_LIVE.damx -i live.InputTimeSeries2.xml -o live.OutputTimeSeries.xml -p live.ParametersFile.xml + +@rem ..\bin\damlive -d WSAM(Primare_keringen)Stabiliteit_LIVE0.damx -i live.InputTimeSeries2.xml -o live.OutputTimeSeries.xml -p live.ParametersFile.xml -f Grave_348_STBU_bodemopbouw + +pause \ No newline at end of file Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM397V.STI.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM397V.STI.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/DEM397V.STI.sti (revision 2226) @@ -0,0 +1,1246 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 2-2-2015 +TIME : 14:00:48 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 260119\Stabiliteit\Geometries\Gespiegeld\DEM397V.STI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +zanddiep +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleigr +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=6.60 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.klgra +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +l.kleibr +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=7.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kl.br.z (4) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.70 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zandlos +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zanddiep +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 37 - Number of geometry points - + 1 65.000 3.500 0.000 + 2 47.000 3.500 0.000 + 3 26.000 4.000 0.000 + 4 12.000 8.000 0.000 + 5 0.000 8.000 0.000 + 6 65.000 7.200 0.000 + 7 60.000 7.200 0.000 + 8 49.000 6.500 0.000 + 9 47.200 5.600 0.000 + 10 45.500 5.600 0.000 + 11 43.000 6.200 0.000 + 12 28.000 6.000 0.000 + 13 40.700 7.500 0.000 + 14 25.000 8.000 0.000 + 15 12.000 9.100 0.000 + 16 0.000 9.100 0.000 + 17 35.500 10.400 0.000 + 18 33.500 10.600 0.000 + 19 28.200 10.800 0.000 + 20 22.200 10.700 0.000 + 21 19.000 11.000 0.000 + 22 17.400 11.000 0.000 + 23 14.900 10.450 0.000 + 24 47.400 6.000 0.000 + 25 43.800 6.000 0.000 + 26 0.000 10.450 0.000 + 27 65.000 8.400 0.000 + 28 43.000 8.400 0.000 + 29 39.000 9.000 0.000 + 30 12.000 9.700 0.000 + 31 65.000 0.000 0.000 + 32 0.000 0.000 0.000 + 33 36.000 3.800 0.000 + 34 65.000 7.200 0.000 + 35 60.000 7.200 0.000 + 36 49.000 6.500 0.000 + 37 43.000 6.200 0.000 +[END OF POINTS] + +[CURVES] + 31 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 2 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 12 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 8 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 11 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 13 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 37 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 23 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 30 +[END OF CURVES] + +[BOUNDARIES] + 6 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 5 4 3 2 + 2 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 5 8 7 6 2 + 3 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 5 8 7 11 10 9 + 4 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 15 14 13 12 11 10 9 + 5 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 15 22 21 20 19 18 17 16 12 11 + 10 9 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 6 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 6 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 6 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 24 23 27 26 25 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 31 30 29 28 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 5 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zanddiep + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + l.kleigr + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + l.klgra + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + l.kleibr + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + kl.br.z (4) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Demen hmp 397 +versterkte situatie + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 5 Number of layers + 5 100 + 4 100 100 + 3 100 100 100 + 2 100 100 100 100 + 1 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 50 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 +[CIRCLES] + 37.000 45.000 5 X-direction + 13.000 20.000 5 Y-direction + 6.000 2.000 5 Tangent lines + 65.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +1 + 13.00 = magnitude + 31.50 34.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 5 +[LIFT SLIP DATA] + 65.000 65.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 65.000 65.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 5 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 65.00 = X co-ordinate indicating start of zone [m] + 65.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 65.00 = Left side minimum road [m] + 65.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/OudEmpel-Gewande787.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/OudEmpel-Gewande787.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/OudEmpel-Gewande787.sti (revision 2226) @@ -0,0 +1,1252 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Waterschap Aa en Maas +LICENSE : Unknown +DATE : 24-2-2015 +TIME : 15:11:47 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150218\Stabiliteit\Geometries\OudEmpel-Gewande787.sti +CREATED BY : D-Geo Stability version 10.1.4.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +laag 1 dijkmateriaal +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=3.76 +SoilPhi=17.99 +SoilDilatancy=17.99 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +laag 3 klei bruin +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=3.44 +SoilPhi=21.30 +SoilDilatancy=21.30 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +laag 4 klei grijs +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=4.15 +SoilPhi=17.31 +SoilDilatancy=17.31 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +laag 8 zand +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=1.30 +SoilPhi=25.72 +SoilDilatancy=25.72 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +laag 9 aanvulklei buiten +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +laag 10 aanvulklei binnen +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_laag 8 zand +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=1.30 +SoilPhi=25.72 +SoilDilatancy=25.72 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 53 - Number of geometry points - + 1 80.000 3.560 0.000 + 2 67.990 3.460 0.000 + 3 66.490 2.500 0.000 + 4 65.780 2.530 0.000 + 5 64.270 3.640 0.000 + 6 59.780 4.000 0.000 + 7 54.300 5.790 0.000 + 8 48.970 6.190 0.000 + 9 46.600 6.800 0.000 + 10 44.030 7.550 0.000 + 11 41.650 7.780 0.000 + 12 40.000 7.790 0.000 + 13 38.180 7.750 0.000 + 14 36.770 7.610 0.000 + 15 33.600 6.400 0.000 + 16 24.510 3.510 0.000 + 17 23.600 3.300 0.000 + 18 18.710 2.210 0.000 + 19 17.360 1.510 0.000 + 20 16.800 1.410 0.000 + 21 15.660 2.040 0.000 + 22 1.610 2.100 0.000 + 23 0.000 2.100 0.000 + 24 39.000 6.750 0.000 + 25 37.000 6.750 0.000 + 26 57.900 2.800 0.000 + 27 56.400 1.800 0.000 + 28 55.400 1.600 0.000 + 29 52.800 2.600 0.000 + 30 51.400 3.000 0.000 + 31 40.400 6.500 0.000 + 32 80.000 1.000 0.000 + 33 0.000 0.900 0.000 + 34 80.000 -1.300 0.000 + 35 0.000 -1.300 0.000 + 36 80.000 -1.500 0.000 + 37 0.000 -1.500 0.000 + 38 80.000 -5.000 0.000 + 39 0.000 -5.000 0.000 + 40 80.000 3.560 0.000 + 41 67.990 3.460 0.000 + 42 67.900 3.400 0.000 + 43 64.600 3.400 0.000 + 44 64.270 3.640 0.000 + 45 59.780 4.000 0.000 + 46 52.500 4.400 0.000 + 47 46.000 4.900 0.000 + 48 38.060 5.500 0.000 + 49 36.397 6.405 0.000 + 50 35.863 6.692 0.000 + 51 30.159 5.009 0.000 + 52 25.600 3.830 0.000 + 53 0.000 3.830 0.000 +[END OF POINTS] + +[CURVES] + 50 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 9 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 6 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 31 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 30 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 43 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 51 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 52 +[END OF CURVES] + +[BOUNDARIES] + 8 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 37 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 36 + 2 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 35 + 3 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 34 + 4 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 22 21 20 19 18 17 33 30 29 28 + 27 26 5 4 3 2 1 + 5 - Boundary number + 22 - number of curves on boundary, next line(s) are curvenumbers + 22 21 20 19 18 17 16 15 25 24 + 32 31 30 29 28 27 26 5 4 3 + 2 1 + 6 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 22 21 20 19 18 17 16 15 25 24 + 23 8 7 6 5 4 3 2 1 + 7 - Boundary number + 22 - number of curves on boundary, next line(s) are curvenumbers + 22 21 20 19 18 17 16 15 14 13 + 12 11 10 9 8 7 6 5 4 3 + 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 8 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 8 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 8 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 1 - Number of piezometric level lines - + 1 - PlLine number + 13 - number of curves on PlLine, next line(s) are curvenumbers + 50 49 48 47 46 45 44 43 42 41 + 40 39 38 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 7 - Number of layers - + 1 - Layer number, next line is material of layer + wl_laag 8 zand + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + laag 4 klei grijs + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + laag 4 klei grijs + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + laag 3 klei bruin + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + laag 1 dijkmateriaal + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + laag 10 aanvulklei binnen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + laag 9 aanvulklei buiten + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Oud-Empel - Gewande 787 +huidige situatie + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 7 Number of layers + 7 100 + 6 100 100 + 5 100 100 100 + 4 100 100 100 100 + 3 100 100 100 100 100 + 2 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 50 0 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 +[CIRCLES] + 20.000 30.000 11 X-direction + 20.000 30.000 11 Y-direction + 4.000 -2.000 13 Tangent lines + 40.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +bovenbelasting + 15.00 = magnitude + 38.50 41.00 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 7 +[LIFT SLIP DATA] + 40.000 40.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 40.000 40.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 7 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series006/Dik(dike)_Loc(Grave_342_verbetering_met_taludverflauwing)_Mdl(Bishop)_1996-01-01T00_00_00.sto =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series006/Dik(dike)_Loc(Grave_342_verbetering_met_taludverflauwing)_Mdl(Bishop)_1996-01-01T00_00_00.sto (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series006/Dik(dike)_Loc(Grave_342_verbetering_met_taludverflauwing)_Mdl(Bishop)_1996-01-01T00_00_00.sto (revision 2226) @@ -0,0 +1,4394 @@ +Program : D-Geo Stability +Version : 18.1.1.3 +Company : Stichting Deltares +Date : 27-03-2019 +Time : 13:46:39 + +Output file : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series006\Dik(dike)_Loc(Grave_342_verbetering_met_taludverflauwing)_Mdl(Bishop)_1996-01-01T00_00_00.sto +Input file : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\mstabfiles\Series006\Dik(dike)_Loc(Grave_342_verbetering_met_taludverflauwing)_Mdl(Bishop)_1996-01-01T00_00_00.sti +========================== BEGINNING OF DATA ========================== + + + ECHO OF THE INPUT + ================= + + + Problem identification : + : + + Calculation model : Bishop + Default shear strength : C phi + Zone type : New + + LAYER BOUNDARIES + ================ + + Boundary no.| Co-ordinates [m] + ------------|---------------------------------------------------- + | + 4 - X - | 0.00 13.47 27.72 43.27 44.42 55.55 + 4 - Y - | 9.22 9.43 8.47 7.61 7.30 7.16 + | + 4 - X - | 66.45 69.34 69.98 72.48 89.26 95.41 + 4 - Y - | 11.67 11.81 11.80 11.73 7.75 7.60 + | + 4 - X - | 105.57 127.80 + 4 - Y - | 7.72 8.07 + | + 3 - X - | 0.00 13.47 27.72 43.27 44.42 55.55 + 3 - Y - | 9.22 9.43 8.47 7.61 7.30 7.16 + | + 3 - X - | 66.45 69.34 69.98 72.48 80.33 82.32 + 3 - Y - | 11.67 11.81 11.80 11.73 9.06 8.38 + | + 3 - X - | 82.42 86.43 87.80 88.07 88.43 88.66 + 3 - Y - | 8.37 7.95 7.80 7.79 7.78 7.78 + | + 3 - X - | 89.26 95.41 105.57 127.80 + 3 - Y - | 7.75 7.60 7.72 8.07 + | + 2 - X - | 0.00 13.47 27.72 43.27 44.42 55.55 + 2 - Y - | 9.22 9.43 8.47 7.61 7.30 7.16 + | + 2 - X - | 66.45 69.34 69.98 72.48 80.33 82.32 + 2 - Y - | 11.67 11.81 11.80 11.73 9.06 8.38 + | + 2 - X - | 82.42 86.43 89.69 127.80 + 2 - Y - | 8.37 7.95 7.00 7.00 + | + 1 - X - | 0.00 40.24 54.71 63.69 75.81 88.22 + 1 - Y - | 4.80 4.80 0.70 0.00 0.00 2.00 + | + 1 - X - | 97.35 127.80 + 1 - Y - | 4.00 4.00 + | + 0 - X - | 0.00 127.80 + 0 - Y - | -5.00 -5.00 + + + + PL-LINES + ======== + + Pl-line no. | Co-ordinates [m] + ------------|---------------------------------------------------- + | + 1 - X - | 0.00 66.45 72.48 89.26 127.80 + 1 - Y - | 9.22 8.73 7.72 7.75 7.75 + | + 2 - X - | 0.00 127.80 + 2 - Y - | -5.00 -5.00 + | + 3 - X - | 0.00 1.00 39.00 55.55 91.00 127.80 + 3 - Y - | 5.44 5.44 5.45 5.44 5.43 5.43 + | + 4 - X - | 0.00 127.80 + 4 - Y - | -5.00 -5.00 + + + + + Unit weight of water used for calculation: 9.81 [kN/m3] + The groundwater level is determined by Pl-line number 1 + + + + REFERENCE LEVEL SU + ================== + + + | Co-ordinates [m] +--------- |----------------------------------------------------------- + | + - X - | 0.00 127.80 + - Y - | -5.00 -5.00 + + + Unit weight, dry 16.00 [kN/m3] + Unit weight, wet 18.00 [kN/m3] + + + + FORBIDDEN LINES + =============== + + No forbidden lines were input. + + + + SOIL PROPERTIES + =============== + + Layer no.| Material name + ---------|----------------------------- + 4 | Klei nieuw + 3 | Zand tussen (1) + 2 | Huidige klei + 1 | wl_Zand diep + + Layer | Gam usat| Gam sat | Pl-line | Pl-line | + number | [kN/m3] | [kN/m3] | top | bottom | + ---------|---------|---------|---------|---------| + 4 | 18.00 | 16.00 | 1 | 99 | + 3 | 18.00 | 20.00 | 1 | 1 | + 2 | 18.50 | 19.20 | 1 | 1 | + 1 | 19.00 | 21.00 | 3 | - | + + Layer | Cohesion| Phi |Dilatancy| S | POP | m | + number | [kN/m2] |[degrees]|[degrees]| [ - ] | [kN/m2] | [ - ] | + ---------|---------|---------|---------|---------|---------|---------| + 4 | 2.00 | 19.04 | 19.04 | - | - | - | + 3 | 1.21 | 26.69 | 26.69 | - | - | - | + 2 | 1.28 | 24.08 | 24.08 | - | - | - | + 1 | 0.00 | 30.26 | 30.26 | - | - | - | + + Layer | Su top | Su bot. | Su grad.| POP top | POP bot.|Gamma LEM| + number | [kN/m2] | [kN/m2] |[kN/m2/m]| [kN/m2] | [kN/m2] | [-] | + ---------|---------|---------|---------|---------|---------|---------| + 4 | - | - | - | - | - | - | + 3 | - | - | - | - | - | - | + 2 | - | - | - | - | - | - | + 1 | - | - | - | - | - | - | + + + + No degree of consolidation <> 100% input. + + + + CENTER POINT GRID AND TANGENT LINES + =================================== + + X co-ordinate grid left : 69.47 [m] + X co-ordinate grid right : 94.47 [m] + Number of grid points in X - direction : 10 + + Y co-ordinate grid bottom : 11.81 [m] + Y co-ordinate grid top : 36.81 [m] + Number of grid points in Y - direction : 10 + + Y co-ordinate tangent smallest circle : 7.60 [m] + Y co-ordinate tangent biggest circle : 3.39 [m] + Number of circles per grid point : 9 + + No fixed points input. + + Total number of center points in the grid: 100 + Total number of slip circles in the grid : 900 + + + + MEASURED YIELD STRESS + ===================== + + No measured yield stress input. + + + LINE LOADS + ========== + + No line loads were input. + + + + UNIFORM LOAD + ============ + + Uniform |Magnitude| X start | X end | Distrib.| Load | + load number | [kN/m] | [m] | [m] | degrees | Type | + ------------|---------|---------|---------|---------|-----------| + 1 | 13.30 | 69.98 | 72.48 | 0.00 | Temporary | + + + + TREE ON SLOPE + ============= + + No tree on slope was input. + + + + DEGREE OF CONSOLIDATION : TEMPORARY LOADS + ========================================= + + Layer number| Degree of consolidation + -------------|------------------------- + 4 | 100 + 3 | 100 + 2 | 100 + 1 | 100 + + + + EARTHQUAKE + ========== + + No earth quake factors were input. + + + + ZONE + ==== + + Diketable height [m] = 11.67 + X co-ordinate start of zone [m] = 66.45 + Boundary of design level influence at X [m] = 127.79 + Boundary of design level influence at Y [m] = 11.81 + Required safety in zone 1a = 1.00 + Required safety in zone 1b = 1.00 + Required safety in zone 2a = 1.00 + Required safety in zone 2b = 1.00 + Left side of minimal road [m] = 0.01 + Right side of minimal road [m] = 0.01 + Required safety in zone 3a = 0.90 + Required safety in zone 3b = 0.90 + Stability calculation side = right + Remolding reduction factor = 0.50 + Schematization reduction factor = 0.80 + Overtopping condition <= 0.1 l/m/s + + + +**************** The input has been tested, and is correct. **************** +****************************************************************************** + + + RESULTS OF THE SLOPE STABILITY ANALYSIS + ======================================= + + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 69.47 | 11.81 | 8.42 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.47 | 11.81 | 7.90 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.47 | 11.81 | 7.37 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.47 | 11.81 | 6.84 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.47 | 11.81 | 6.32 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.47 | 11.81 | 5.79 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.47 | 11.81 | 5.26 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.47 | 11.81 | 4.74 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.47 | 11.81 | 4.21 | - | Circle center in geometry. + ---------|---------|---------|---------| + 69.47 | 14.59 | 11.20 | - | + ---------|---------|---------|---------| + 69.47 | 14.59 | 10.67 | - | + ---------|---------|---------|---------| + 69.47 | 14.59 | 10.15 | - | + ---------|---------|---------|---------| + 69.47 | 14.59 | 9.62 | - | + ---------|---------|---------|---------| + 69.47 | 14.59 | 9.09 | - | + ---------|---------|---------|---------| + 69.47 | 14.59 | 8.57 | - | + ---------|---------|---------|---------| + 69.47 | 14.59 | 8.04 | - | + ---------|---------|---------|---------| + 69.47 | 14.59 | 7.52 | - | + ---------|---------|---------|---------| + 69.47 | 14.59 | 6.99 | - | + ---------|---------|---------|---------| + 69.47 | 17.37 | 13.98 | - | + ---------|---------|---------|---------| + 69.47 | 17.37 | 13.45 | - | + ---------|---------|---------|---------| + 69.47 | 17.37 | 12.92 | - | + ---------|---------|---------|---------| + 69.47 | 17.37 | 12.40 | - | + ---------|---------|---------|---------| + 69.47 | 17.37 | 11.87 | - | + ---------|---------|---------|---------| + 69.47 | 17.37 | 11.35 | - | + ---------|---------|---------|---------| + 69.47 | 17.37 | 10.82 | - | + ---------|---------|---------|---------| + 69.47 | 17.37 | 10.29 | - | + ---------|---------|---------|---------| + 69.47 | 17.37 | 9.77 | - | + ---------|---------|---------|---------| + 69.47 | 20.14 | 16.76 | - | + ---------|---------|---------|---------| + 69.47 | 20.14 | 16.23 | - | + ---------|---------|---------|---------| + 69.47 | 20.14 | 15.70 | - | + ---------|---------|---------|---------| + 69.47 | 20.14 | 15.18 | - | + ---------|---------|---------|---------| + 69.47 | 20.14 | 14.65 | - | + ---------|---------|---------|---------| + 69.47 | 20.14 | 14.12 | - | + ---------|---------|---------|---------| + 69.47 | 20.14 | 13.60 | - | + ---------|---------|---------|---------| + 69.47 | 20.14 | 13.07 | - | + ---------|---------|---------|---------| + 69.47 | 20.14 | 12.54 | - | + ---------|---------|---------|---------| + 69.47 | 22.92 | 19.53 | - | + ---------|---------|---------|---------| + 69.47 | 22.92 | 19.01 | - | + ---------|---------|---------|---------| + 69.47 | 22.92 | 18.48 | - | + ---------|---------|---------|---------| + 69.47 | 22.92 | 17.95 | - | + ---------|---------|---------|---------| + 69.47 | 22.92 | 17.43 | - | + ---------|---------|---------|---------| + 69.47 | 22.92 | 16.90 | - | + ---------|---------|---------|---------| + 69.47 | 22.92 | 16.37 | - | + ---------|---------|---------|---------| + 69.47 | 22.92 | 15.85 | - | + ---------|---------|---------|---------| + 69.47 | 22.92 | 15.32 | - | + ---------|---------|---------|---------| + 69.47 | 25.70 | 22.31 | - | + ---------|---------|---------|---------| + 69.47 | 25.70 | 21.78 | - | + ---------|---------|---------|---------| + 69.47 | 25.70 | 21.26 | - | + ---------|---------|---------|---------| + 69.47 | 25.70 | 20.73 | - | + ---------|---------|---------|---------| + 69.47 | 25.70 | 20.21 | - | + ---------|---------|---------|---------| + 69.47 | 25.70 | 19.68 | - | + ---------|---------|---------|---------| + 69.47 | 25.70 | 19.15 | - | + ---------|---------|---------|---------| + 69.47 | 25.70 | 18.63 | - | + ---------|---------|---------|---------| + 69.47 | 25.70 | 18.10 | - | + ---------|---------|---------|---------| + 69.47 | 28.48 | 25.09 | - | + ---------|---------|---------|---------| + 69.47 | 28.48 | 24.56 | - | + ---------|---------|---------|---------| + 69.47 | 28.48 | 24.04 | - | + ---------|---------|---------|---------| + 69.47 | 28.48 | 23.51 | - | + ---------|---------|---------|---------| + 69.47 | 28.48 | 22.98 | - | + ---------|---------|---------|---------| + 69.47 | 28.48 | 22.46 | - | + ---------|---------|---------|---------| + 69.47 | 28.48 | 21.93 | - | + ---------|---------|---------|---------| + 69.47 | 28.48 | 21.40 | - | + ---------|---------|---------|---------| + 69.47 | 28.48 | 20.88 | - | + ---------|---------|---------|---------| + 69.47 | 31.26 | 27.87 | - | + ---------|---------|---------|---------| + 69.47 | 31.26 | 27.34 | - | + ---------|---------|---------|---------| + 69.47 | 31.26 | 26.81 | - | + ---------|---------|---------|---------| + 69.47 | 31.26 | 26.29 | - | + ---------|---------|---------|---------| + 69.47 | 31.26 | 25.76 | - | + ---------|---------|---------|---------| + 69.47 | 31.26 | 25.23 | - | + ---------|---------|---------|---------| + 69.47 | 31.26 | 24.71 | - | + ---------|---------|---------|---------| + 69.47 | 31.26 | 24.18 | - | + ---------|---------|---------|---------| + 69.47 | 31.26 | 23.66 | - | + ---------|---------|---------|---------| + 69.47 | 34.03 | 30.64 | - | + ---------|---------|---------|---------| + 69.47 | 34.03 | 30.12 | - | + ---------|---------|---------|---------| + 69.47 | 34.03 | 29.59 | - | + ---------|---------|---------|---------| + 69.47 | 34.03 | 29.07 | - | + ---------|---------|---------|---------| + 69.47 | 34.03 | 28.54 | - | + ---------|---------|---------|---------| + 69.47 | 34.03 | 28.01 | - | + ---------|---------|---------|---------| + 69.47 | 34.03 | 27.49 | - | + ---------|---------|---------|---------| + 69.47 | 34.03 | 26.96 | - | + ---------|---------|---------|---------| + 69.47 | 34.03 | 26.43 | - | + ---------|---------|---------|---------| + 69.47 | 36.81 | 33.42 | - | + ---------|---------|---------|---------| + 69.47 | 36.81 | 32.90 | - | + ---------|---------|---------|---------| + 69.47 | 36.81 | 32.37 | - | + ---------|---------|---------|---------| + 69.47 | 36.81 | 31.84 | - | + ---------|---------|---------|---------| + 69.47 | 36.81 | 31.32 | - | + ---------|---------|---------|---------| + 69.47 | 36.81 | 30.79 | - | + ---------|---------|---------|---------| + 69.47 | 36.81 | 30.26 | - | + ---------|---------|---------|---------| + 69.47 | 36.81 | 29.74 | - | + ---------|---------|---------|---------| + 69.47 | 36.81 | 29.21 | - | + ---------|---------|---------|---------| + 72.24 | 11.81 | 8.42 | 10.36 | + ---------|---------|---------|---------| + 72.24 | 11.81 | 7.90 | 10.00 | + ---------|---------|---------|---------| + 72.24 | 11.81 | 7.37 | 9.48 | + ---------|---------|---------|---------| + 72.24 | 11.81 | 6.84 | 9.25 | + ---------|---------|---------|---------| + 72.24 | 11.81 | 6.32 | 9.03 | + ---------|---------|---------|---------| + 72.24 | 11.81 | 5.79 | 9.15 | + ---------|---------|---------|---------| + 72.24 | 11.81 | 5.26 | 9.15 | + ---------|---------|---------|---------| + 72.24 | 11.81 | 4.74 | 9.01 | + ---------|---------|---------|---------| + 72.24 | 11.81 | 4.21 | 8.74 | + ---------|---------|---------|---------| + 72.24 | 14.59 | 11.20 | 10.99 | + ---------|---------|---------|---------| + 72.24 | 14.59 | 10.67 | 10.31 | + ---------|---------|---------|---------| + 72.24 | 14.59 | 10.15 | 9.64 | + ---------|---------|---------|---------| + 72.24 | 14.59 | 9.62 | 9.09 | + ---------|---------|---------|---------| + 72.24 | 14.59 | 9.09 | 8.58 | + ---------|---------|---------|---------| + 72.24 | 14.59 | 8.57 | 8.15 | + ---------|---------|---------|---------| + 72.24 | 14.59 | 8.04 | 7.76 | + ---------|---------|---------|---------| + 72.24 | 14.59 | 7.52 | 7.44 | + ---------|---------|---------|---------| + 72.24 | 14.59 | 6.99 | 7.15 | + ---------|---------|---------|---------| + 72.24 | 17.37 | 13.98 | 12.70 | + ---------|---------|---------|---------| + 72.24 | 17.37 | 13.45 | 11.76 | + ---------|---------|---------|---------| + 72.24 | 17.37 | 12.92 | 10.95 | + ---------|---------|---------|---------| + 72.24 | 17.37 | 12.40 | 10.22 | + ---------|---------|---------|---------| + 72.24 | 17.37 | 11.87 | 9.58 | + ---------|---------|---------|---------| + 72.24 | 17.37 | 11.35 | 9.02 | + ---------|---------|---------|---------| + 72.24 | 17.37 | 10.82 | 8.52 | + ---------|---------|---------|---------| + 72.24 | 17.37 | 10.29 | 8.08 | + ---------|---------|---------|---------| + 72.24 | 17.37 | 9.77 | 7.65 | + ---------|---------|---------|---------| + 72.24 | 20.14 | 16.76 | 14.95 | + ---------|---------|---------|---------| + 72.24 | 20.14 | 16.23 | 13.71 | + ---------|---------|---------|---------| + 72.24 | 20.14 | 15.70 | 12.66 | + ---------|---------|---------|---------| + 72.24 | 20.14 | 15.18 | 11.75 | + ---------|---------|---------|---------| + 72.24 | 20.14 | 14.65 | 10.96 | + ---------|---------|---------|---------| + 72.24 | 20.14 | 14.12 | 10.27 | + ---------|---------|---------|---------| + 72.24 | 20.14 | 13.60 | 9.67 | + ---------|---------|---------|---------| + 72.24 | 20.14 | 13.07 | 9.13 | + ---------|---------|---------|---------| + 72.24 | 20.14 | 12.54 | 8.64 | + ---------|---------|---------|---------| + 72.24 | 22.92 | 19.53 | - | + ---------|---------|---------|---------| + 72.24 | 22.92 | 19.01 | 16.04 | + ---------|---------|---------|---------| + 72.24 | 22.92 | 18.48 | 14.67 | + ---------|---------|---------|---------| + 72.24 | 22.92 | 17.95 | 13.52 | + ---------|---------|---------|---------| + 72.24 | 22.92 | 17.43 | 12.55 | + ---------|---------|---------|---------| + 72.24 | 22.92 | 16.90 | 11.71 | + ---------|---------|---------|---------| + 72.24 | 22.92 | 16.37 | 10.98 | + ---------|---------|---------|---------| + 72.24 | 22.92 | 15.85 | 10.35 | + ---------|---------|---------|---------| + 72.24 | 22.92 | 15.32 | 9.77 | + ---------|---------|---------|---------| + 72.24 | 25.70 | 22.31 | - | + ---------|---------|---------|---------| + 72.24 | 25.70 | 21.78 | - | + ---------|---------|---------|---------| + 72.24 | 25.70 | 21.26 | 16.96 | + ---------|---------|---------|---------| + 72.24 | 25.70 | 20.73 | 15.50 | + ---------|---------|---------|---------| + 72.24 | 25.70 | 20.21 | 14.29 | + ---------|---------|---------|---------| + 72.24 | 25.70 | 19.68 | 13.27 | + ---------|---------|---------|---------| + 72.24 | 25.70 | 19.15 | 12.41 | + ---------|---------|---------|---------| + 72.24 | 25.70 | 18.63 | 11.66 | + ---------|---------|---------|---------| + 72.24 | 25.70 | 18.10 | 10.98 | + ---------|---------|---------|---------| + 72.24 | 28.48 | 25.09 | - | + ---------|---------|---------|---------| + 72.24 | 28.48 | 24.56 | - | + ---------|---------|---------|---------| + 72.24 | 28.48 | 24.04 | - | + ---------|---------|---------|---------| + 72.24 | 28.48 | 23.51 | 17.67 | + ---------|---------|---------|---------| + 72.24 | 28.48 | 22.98 | 16.17 | + ---------|---------|---------|---------| + 72.24 | 28.48 | 22.46 | 14.93 | + ---------|---------|---------|---------| + 72.24 | 28.48 | 21.93 | 13.91 | + ---------|---------|---------|---------| + 72.24 | 28.48 | 21.40 | 13.03 | + ---------|---------|---------|---------| + 72.24 | 28.48 | 20.88 | 12.24 | + ---------|---------|---------|---------| + 72.24 | 31.26 | 27.87 | - | + ---------|---------|---------|---------| + 72.24 | 31.26 | 27.34 | - | + ---------|---------|---------|---------| + 72.24 | 31.26 | 26.81 | - | + ---------|---------|---------|---------| + 72.24 | 31.26 | 26.29 | - | + ---------|---------|---------|---------| + 72.24 | 31.26 | 25.76 | 18.19 | + ---------|---------|---------|---------| + 72.24 | 31.26 | 25.23 | 16.70 | + ---------|---------|---------|---------| + 72.24 | 31.26 | 24.71 | 15.47 | + ---------|---------|---------|---------| + 72.24 | 31.26 | 24.18 | 14.46 | + ---------|---------|---------|---------| + 72.24 | 31.26 | 23.66 | 13.55 | + ---------|---------|---------|---------| + 72.24 | 34.03 | 30.64 | - | + ---------|---------|---------|---------| + 72.24 | 34.03 | 30.12 | - | + ---------|---------|---------|---------| + 72.24 | 34.03 | 29.59 | - | + ---------|---------|---------|---------| + 72.24 | 34.03 | 29.07 | - | + ---------|---------|---------|---------| + 72.24 | 34.03 | 28.54 | - | + ---------|---------|---------|---------| + 72.24 | 34.03 | 28.01 | 18.55 | + ---------|---------|---------|---------| + 72.24 | 34.03 | 27.49 | 17.11 | + ---------|---------|---------|---------| + 72.24 | 34.03 | 26.96 | 15.91 | + ---------|---------|---------|---------| + 72.24 | 34.03 | 26.43 | 14.88 | + ---------|---------|---------|---------| + 72.24 | 36.81 | 33.42 | - | + ---------|---------|---------|---------| + 72.24 | 36.81 | 32.90 | - | + ---------|---------|---------|---------| + 72.24 | 36.81 | 32.37 | - | + ---------|---------|---------|---------| + 72.24 | 36.81 | 31.84 | - | + ---------|---------|---------|---------| + 72.24 | 36.81 | 31.32 | - | + ---------|---------|---------|---------| + 72.24 | 36.81 | 30.79 | 20.49 | + ---------|---------|---------|---------| + 72.24 | 36.81 | 30.26 | 18.79 | + ---------|---------|---------|---------| + 72.24 | 36.81 | 29.74 | 17.43 | + ---------|---------|---------|---------| + 72.24 | 36.81 | 29.21 | 16.24 | + ---------|---------|---------|---------| + 75.02 | 11.81 | 8.42 | 4.94 | + ---------|---------|---------|---------| + 75.02 | 11.81 | 7.90 | 4.79 | + ---------|---------|---------|---------| + 75.02 | 11.81 | 7.37 | 4.74 | + ---------|---------|---------|---------| + 75.02 | 11.81 | 6.84 | 4.62 | + ---------|---------|---------|---------| + 75.02 | 11.81 | 6.32 | 4.49 | + ---------|---------|---------|---------| + 75.02 | 11.81 | 5.79 | 4.30 | + ---------|---------|---------|---------| + 75.02 | 11.81 | 5.26 | 4.12 | + ---------|---------|---------|---------| + 75.02 | 11.81 | 4.74 | 4.04 | + ---------|---------|---------|---------| + 75.02 | 11.81 | 4.21 | 4.00 | + ---------|---------|---------|---------| + 75.02 | 14.59 | 11.20 | 4.40 | + ---------|---------|---------|---------| + 75.02 | 14.59 | 10.67 | 4.27 | + ---------|---------|---------|---------| + 75.02 | 14.59 | 10.15 | 4.15 | + ---------|---------|---------|---------| + 75.02 | 14.59 | 9.62 | 4.06 | + ---------|---------|---------|---------| + 75.02 | 14.59 | 9.09 | 3.97 | + ---------|---------|---------|---------| + 75.02 | 14.59 | 8.57 | 3.89 | + ---------|---------|---------|---------| + 75.02 | 14.59 | 8.04 | 3.79 | + ---------|---------|---------|---------| + 75.02 | 14.59 | 7.52 | 3.64 | + ---------|---------|---------|---------| + 75.02 | 14.59 | 6.99 | 3.43 | + ---------|---------|---------|---------| + 75.02 | 17.37 | 13.98 | 4.54 | + ---------|---------|---------|---------| + 75.02 | 17.37 | 13.45 | 4.38 | + ---------|---------|---------|---------| + 75.02 | 17.37 | 12.92 | 4.24 | + ---------|---------|---------|---------| + 75.02 | 17.37 | 12.40 | 4.11 | + ---------|---------|---------|---------| + 75.02 | 17.37 | 11.87 | 4.00 | + ---------|---------|---------|---------| + 75.02 | 17.37 | 11.35 | 3.90 | + ---------|---------|---------|---------| + 75.02 | 17.37 | 10.82 | 3.81 | + ---------|---------|---------|---------| + 75.02 | 17.37 | 10.29 | 3.73 | + ---------|---------|---------|---------| + 75.02 | 17.37 | 9.77 | 3.60 | + ---------|---------|---------|---------| + 75.02 | 20.14 | 16.76 | 4.83 | + ---------|---------|---------|---------| + 75.02 | 20.14 | 16.23 | 4.66 | + ---------|---------|---------|---------| + 75.02 | 20.14 | 15.70 | 4.51 | + ---------|---------|---------|---------| + 75.02 | 20.14 | 15.18 | 4.37 | + ---------|---------|---------|---------| + 75.02 | 20.14 | 14.65 | 4.25 | + ---------|---------|---------|---------| + 75.02 | 20.14 | 14.12 | 4.14 | + ---------|---------|---------|---------| + 75.02 | 20.14 | 13.60 | 4.04 | + ---------|---------|---------|---------| + 75.02 | 20.14 | 13.07 | 3.94 | + ---------|---------|---------|---------| + 75.02 | 20.14 | 12.54 | 3.81 | + ---------|---------|---------|---------| + 75.02 | 22.92 | 19.53 | 5.19 | + ---------|---------|---------|---------| + 75.02 | 22.92 | 19.01 | 5.01 | + ---------|---------|---------|---------| + 75.02 | 22.92 | 18.48 | 4.85 | + ---------|---------|---------|---------| + 75.02 | 22.92 | 17.95 | 4.70 | + ---------|---------|---------|---------| + 75.02 | 22.92 | 17.43 | 4.57 | + ---------|---------|---------|---------| + 75.02 | 22.92 | 16.90 | 4.46 | + ---------|---------|---------|---------| + 75.02 | 22.92 | 16.37 | 4.35 | + ---------|---------|---------|---------| + 75.02 | 22.92 | 15.85 | 4.26 | + ---------|---------|---------|---------| + 75.02 | 22.92 | 15.32 | 4.12 | + ---------|---------|---------|---------| + 75.02 | 25.70 | 22.31 | 5.57 | + ---------|---------|---------|---------| + 75.02 | 25.70 | 21.78 | 5.39 | + ---------|---------|---------|---------| + 75.02 | 25.70 | 21.26 | 5.22 | + ---------|---------|---------|---------| + 75.02 | 25.70 | 20.73 | 5.06 | + ---------|---------|---------|---------| + 75.02 | 25.70 | 20.21 | 4.93 | + ---------|---------|---------|---------| + 75.02 | 25.70 | 19.68 | 4.81 | + ---------|---------|---------|---------| + 75.02 | 25.70 | 19.15 | 4.70 | + ---------|---------|---------|---------| + 75.02 | 25.70 | 18.63 | 4.61 | + ---------|---------|---------|---------| + 75.02 | 25.70 | 18.10 | 4.48 | + ---------|---------|---------|---------| + 75.02 | 28.48 | 25.09 | 5.98 | + ---------|---------|---------|---------| + 75.02 | 28.48 | 24.56 | 5.78 | + ---------|---------|---------|---------| + 75.02 | 28.48 | 24.04 | 5.60 | + ---------|---------|---------|---------| + 75.02 | 28.48 | 23.51 | 5.44 | + ---------|---------|---------|---------| + 75.02 | 28.48 | 22.98 | 5.30 | + ---------|---------|---------|---------| + 75.02 | 28.48 | 22.46 | 5.17 | + ---------|---------|---------|---------| + 75.02 | 28.48 | 21.93 | 5.07 | + ---------|---------|---------|---------| + 75.02 | 28.48 | 21.40 | 4.98 | + ---------|---------|---------|---------| + 75.02 | 28.48 | 20.88 | 4.85 | + ---------|---------|---------|---------| + 75.02 | 31.26 | 27.87 | 6.40 | + ---------|---------|---------|---------| + 75.02 | 31.26 | 27.34 | 6.18 | + ---------|---------|---------|---------| + 75.02 | 31.26 | 26.81 | 5.99 | + ---------|---------|---------|---------| + 75.02 | 31.26 | 26.29 | 5.82 | + ---------|---------|---------|---------| + 75.02 | 31.26 | 25.76 | 5.68 | + ---------|---------|---------|---------| + 75.02 | 31.26 | 25.23 | 5.55 | + ---------|---------|---------|---------| + 75.02 | 31.26 | 24.71 | 5.44 | + ---------|---------|---------|---------| + 75.02 | 31.26 | 24.18 | 5.35 | + ---------|---------|---------|---------| + 75.02 | 31.26 | 23.66 | 5.24 | + ---------|---------|---------|---------| + 75.02 | 34.03 | 30.64 | 6.84 | + ---------|---------|---------|---------| + 75.02 | 34.03 | 30.12 | 6.59 | + ---------|---------|---------|---------| + 75.02 | 34.03 | 29.59 | 6.39 | + ---------|---------|---------|---------| + 75.02 | 34.03 | 29.07 | 6.21 | + ---------|---------|---------|---------| + 75.02 | 34.03 | 28.54 | 6.06 | + ---------|---------|---------|---------| + 75.02 | 34.03 | 28.01 | 5.93 | + ---------|---------|---------|---------| + 75.02 | 34.03 | 27.49 | 5.82 | + ---------|---------|---------|---------| + 75.02 | 34.03 | 26.96 | 5.73 | + ---------|---------|---------|---------| + 75.02 | 34.03 | 26.43 | 5.63 | + ---------|---------|---------|---------| + 75.02 | 36.81 | 33.42 | 7.29 | + ---------|---------|---------|---------| + 75.02 | 36.81 | 32.90 | 7.00 | + ---------|---------|---------|---------| + 75.02 | 36.81 | 32.37 | 6.78 | + ---------|---------|---------|---------| + 75.02 | 36.81 | 31.84 | 6.60 | + ---------|---------|---------|---------| + 75.02 | 36.81 | 31.32 | 6.44 | + ---------|---------|---------|---------| + 75.02 | 36.81 | 30.79 | 6.31 | + ---------|---------|---------|---------| + 75.02 | 36.81 | 30.26 | 6.20 | + ---------|---------|---------|---------| + 75.02 | 36.81 | 29.74 | 6.11 | + ---------|---------|---------|---------| + 75.02 | 36.81 | 29.21 | 6.02 | + ---------|---------|---------|---------| + 77.80 | 11.81 | 8.42 | - | Circle center point too low. + ---------|---------|---------|---------| + 77.80 | 11.81 | 7.90 | 3.38 | + ---------|---------|---------|---------| + 77.80 | 11.81 | 7.37 | 3.44 | + ---------|---------|---------|---------| + 77.80 | 11.81 | 6.84 | 3.49 | + ---------|---------|---------|---------| + 77.80 | 11.81 | 6.32 | 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---------|---------|---------|---------| + 95.85 | 18.76 | 15.37 | 24.73 | + ---------|---------|---------|---------| + 95.85 | 18.76 | 14.84 | 23.77 | + ---------|---------|---------|---------| + 95.85 | 18.76 | 14.31 | 27.78 | + ---------|---------|---------|---------| + 95.85 | 18.76 | 13.79 | 37.13 | + ---------|---------|---------|---------| + 95.85 | 18.76 | 13.26 | 69.85 | + ---------|---------|---------|---------| + 95.85 | 18.76 | 12.73 | 150.89 | + ---------|---------|---------|---------| + 95.85 | 18.76 | 12.21 | - | + ---------|---------|---------|---------| + 95.85 | 21.53 | 19.20 | 20.65 | + ---------|---------|---------|---------| + 95.85 | 21.53 | 18.67 | 20.82 | + ---------|---------|---------|---------| + 95.85 | 21.53 | 18.14 | 20.85 | + ---------|---------|---------|---------| + 95.85 | 21.53 | 17.62 | 19.84 | + ---------|---------|---------|---------| + 95.85 | 21.53 | 17.09 | 21.60 | + ---------|---------|---------|---------| + 95.85 | 21.53 | 16.57 | 25.50 | + ---------|---------|---------|---------| + 95.85 | 21.53 | 16.04 | 35.75 | + ---------|---------|---------|---------| + 95.85 | 21.53 | 15.51 | 89.91 | + ---------|---------|---------|---------| + 95.85 | 21.53 | 14.99 | - | + ---------|---------|---------|---------| + 95.85 | 24.31 | 21.97 | 18.88 | + ---------|---------|---------|---------| + 95.85 | 24.31 | 21.45 | 18.90 | + ---------|---------|---------|---------| + 95.85 | 24.31 | 20.92 | 18.76 | + ---------|---------|---------|---------| + 95.85 | 24.31 | 20.40 | 17.83 | + ---------|---------|---------|---------| + 95.85 | 24.31 | 19.87 | 18.74 | + ---------|---------|---------|---------| + 95.85 | 24.31 | 19.34 | 20.80 | + ---------|---------|---------|---------| + 95.85 | 24.31 | 18.82 | 25.51 | + ---------|---------|---------|---------| + 95.85 | 24.31 | 18.29 | 43.35 | + ---------|---------|---------|---------| + 95.85 | 24.31 | 17.76 | - | + ---------|---------|---------|---------| + 95.85 | 27.09 | 24.75 | 17.71 | + ---------|---------|---------|---------| + 95.85 | 27.09 | 24.23 | 17.67 | + ---------|---------|---------|---------| + 95.85 | 27.09 | 23.70 | 17.47 | + ---------|---------|---------|---------| + 95.85 | 27.09 | 23.17 | 16.62 | + ---------|---------|---------|---------| + 95.85 | 27.09 | 22.65 | 17.13 | + ---------|---------|---------|---------| + 95.85 | 27.09 | 22.12 | 18.38 | + ---------|---------|---------|---------| + 95.85 | 27.09 | 21.59 | 20.99 | + ---------|---------|---------|---------| + 95.85 | 27.09 | 21.07 | 28.84 | + ---------|---------|---------|---------| + 95.85 | 27.09 | 20.54 | - | + ---------|---------|---------|---------| + 95.85 | 29.87 | 27.53 | 16.89 | + ---------|---------|---------|---------| + 95.85 | 29.87 | 27.00 | 16.80 | + ---------|---------|---------|---------| + 95.85 | 29.87 | 26.48 | 16.59 | + ---------|---------|---------|---------| + 95.85 | 29.87 | 25.95 | 15.82 | + ---------|---------|---------|---------| + 95.85 | 29.87 | 25.42 | 16.11 | + ---------|---------|---------|---------| + 95.85 | 29.87 | 24.90 | 16.94 | + ---------|---------|---------|---------| + 95.85 | 29.87 | 24.37 | 18.57 | + ---------|---------|---------|---------| + 95.85 | 29.87 | 23.85 | 22.83 | + ---------|---------|---------|---------| + 95.85 | 29.87 | 23.32 | - | + ---------|---------|---------|---------| + 95.85 | 32.64 | 30.31 | 16.27 | + ---------|---------|---------|---------| + 95.85 | 32.64 | 29.78 | 16.17 | + ---------|---------|---------|---------| + 95.85 | 32.64 | 29.26 | 15.94 | + ---------|---------|---------|---------| + 95.85 | 32.64 | 28.73 | 15.25 | + ---------|---------|---------|---------| + 95.85 | 32.64 | 28.20 | 15.43 | + ---------|---------|---------|---------| + 95.85 | 32.64 | 27.68 | 16.00 | + ---------|---------|---------|---------| + 95.85 | 32.64 | 27.15 | 17.09 | + ---------|---------|---------|---------| + 95.85 | 32.64 | 26.62 | 19.70 | + ---------|---------|---------|---------| + 95.85 | 32.64 | 26.10 | - | + ---------|---------|---------|---------| + 95.85 | 35.42 | 33.09 | 15.80 | + ---------|---------|---------|---------| + 95.85 | 35.42 | 32.56 | 15.69 | + ---------|---------|---------|---------| + 95.85 | 35.42 | 32.03 | 15.46 | + ---------|---------|---------|---------| + 95.85 | 35.42 | 31.51 | 14.82 | + ---------|---------|---------|---------| + 95.85 | 35.42 | 30.98 | 14.92 | + ---------|---------|---------|---------| + 95.85 | 35.42 | 30.45 | 15.35 | + ---------|---------|---------|---------| + 95.85 | 35.42 | 29.93 | 16.11 | + ---------|---------|---------|---------| + 95.85 | 35.42 | 29.40 | 17.83 | + ---------|---------|---------|---------| + 95.85 | 35.42 | 28.87 | - | + ---------|---------|---------|---------| + 95.85 | 38.20 | 35.86 | 15.30 | + ---------|---------|---------|---------| + 95.85 | 38.20 | 35.34 | 15.30 | + ---------|---------|---------|---------| + 95.85 | 38.20 | 34.81 | 15.07 | + ---------|---------|---------|---------| + 95.85 | 38.20 | 34.28 | 14.49 | + ---------|---------|---------|---------| + 95.85 | 38.20 | 33.76 | 14.54 | + ---------|---------|---------|---------| + 95.85 | 38.20 | 33.23 | 14.87 | + ---------|---------|---------|---------| + 95.85 | 38.20 | 32.71 | 15.42 | + ---------|---------|---------|---------| + 95.85 | 38.20 | 32.18 | 16.61 | + ---------|---------|---------|---------| + 95.85 | 38.20 | 31.65 | - | + ---------|---------|---------|---------| + 95.85 | 40.98 | 38.64 | 14.95 | + ---------|---------|---------|---------| + 95.85 | 40.98 | 38.12 | 14.85 | + ---------|---------|---------|---------| + 95.85 | 40.98 | 37.59 | 14.72 | + ---------|---------|---------|---------| + 95.85 | 40.98 | 37.06 | 14.22 | + ---------|---------|---------|---------| + 95.85 | 40.98 | 36.54 | 14.24 | + ---------|---------|---------|---------| + 95.85 | 40.98 | 36.01 | 14.50 | + ---------|---------|---------|---------| + 95.85 | 40.98 | 35.48 | 14.93 | + ---------|---------|---------|---------| + 95.85 | 40.98 | 34.96 | 15.77 | + ---------|---------|---------|---------| + 95.85 | 40.98 | 34.43 | - | + + Information on the critical circle : Fmin = 1.949 + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 83.35 [m] + Y co-ordinate center point : 22.92 [m] + Radius of critical circle : 17.43 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 4047.83 [kNm/m] + Driving moment free water : -6.09 [kNm/m] + Driving moment external loads : 403.12 [kNm/m] + Iterated resisting moment : 7890.35 [kNm/m] + Non-iterated resisting moment : 7517.39 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 69.96 | 11.77 | 11.80 | 0.04 | -50.24 | -1.62 | 0.06 | 1.28 | + 2 | 69.98 | 11.75 | 11.80 | 0.00 | -50.13 | -1.60 | 0.00 | 1.28 | + 3 | 70.29 | 11.39 | 11.79 | 0.62 | -48.57 | -1.60 | 0.94 | 1.28 | + 4 | 70.92 | 10.72 | 11.77 | 0.62 | -45.55 | -1.60 | 0.89 | 1.28 | + 5 | 71.54 | 10.12 | 11.75 | 0.62 | -42.69 | -1.60 | 0.85 | 1.28 | + 6 | 72.16 | 9.57 | 11.74 | 0.62 | -39.96 | -1.60 | 0.81 | 1.28 | + 7 | 72.48 | 9.30 | 11.73 | 0.00 | -38.61 | -13.34 | 0.00 | 1.28 | + 8 | 72.77 | 9.08 | 11.66 | 0.59 | -37.39 | -13.34 | 0.74 | 1.28 | + 9 | 73.36 | 8.65 | 11.52 | 0.59 | -34.99 | -13.34 | 0.72 | 1.28 | + 10 | 73.95 | 8.25 | 11.38 | 0.59 | -32.67 | -13.34 | 0.70 | 1.28 | + 11 | 74.54 | 7.89 | 11.24 | 0.59 | -30.40 | -13.34 | 0.68 | 1.28 | + 12 | 75.17 | 7.54 | 11.09 | 0.69 | -28.00 | -13.34 | 0.78 | 1.28 | + 13 | 75.86 | 7.19 | 10.92 | 0.69 | -25.47 | -13.34 | 0.76 | 1.28 | + 14 | 76.55 | 6.88 | 10.76 | 0.69 | -22.99 | -13.34 | 0.75 | 1.28 | + 15 | 77.24 | 6.61 | 10.60 | 0.69 | -20.56 | -13.34 | 0.73 | 1.28 | + 16 | 77.92 | 6.37 | 10.44 | 0.69 | -18.16 | -13.34 | 0.72 | 1.28 | + 17 | 78.61 | 6.16 | 10.27 | 0.69 | -15.80 | -13.34 | 0.71 | 1.28 | + 18 | 79.30 | 5.98 | 10.11 | 0.69 | -13.46 | -13.34 | 0.71 | 1.28 | + 19 | 79.98 | 5.83 | 9.95 | 0.69 | -11.15 | -13.34 | 0.70 | 1.28 | + 20 | 80.66 | 5.71 | 9.79 | 0.66 | -8.90 | -13.34 | 0.67 | 1.28 | + 21 | 81.32 | 5.62 | 9.63 | 0.66 | -6.70 | -13.34 | 0.67 | 1.28 | + 22 | 81.98 | 5.55 | 9.47 | 0.66 | -4.51 | -13.34 | 0.66 | 1.28 | + 23 | 82.37 | 5.52 | 9.38 | 0.11 | -3.24 | -13.34 | 0.11 | 1.28 | + 24 | 82.66 | 5.51 | 9.31 | 0.46 | -2.29 | -13.34 | 0.47 | 1.28 | + 25 | 83.12 | 5.50 | 9.20 | 0.46 | -0.76 | -13.34 | 0.46 | 1.28 | + 26 | 83.66 | 5.50 | 9.07 | 0.62 | 1.01 | -13.34 | 0.62 | 1.28 | + 27 | 84.28 | 5.52 | 8.93 | 0.62 | 3.04 | -13.34 | 0.62 | 1.28 | + 28 | 84.89 | 5.57 | 8.78 | 0.62 | 5.07 | -13.34 | 0.62 | 1.28 | + 29 | 85.51 | 5.63 | 8.64 | 0.62 | 7.11 | -13.34 | 0.62 | 1.28 | + 30 | 86.13 | 5.72 | 8.49 | 0.62 | 9.15 | -13.34 | 0.62 | 1.28 | + 31 | 86.79 | 5.84 | 8.33 | 0.71 | 11.37 | -13.34 | 0.72 | 1.28 | + 32 | 87.47 | 5.99 | 8.17 | 0.66 | 13.66 | -13.34 | 0.67 | 1.28 | + 33 | 87.94 | 6.11 | 8.06 | 0.28 | 15.24 | -13.34 | 0.29 | 1.28 | + 34 | 88.25 | 6.20 | 7.99 | 0.35 | 16.32 | -13.34 | 0.37 | 1.28 | + 35 | 88.54 | 6.29 | 7.92 | 0.23 | 17.32 | -13.34 | 0.24 | 1.28 | + 36 | 88.96 | 6.42 | 7.82 | 0.60 | 18.76 | -13.34 | 0.63 | 1.28 | + 37 | 89.47 | 6.61 | 7.74 | 0.43 | 20.56 | -1.37 | 0.46 | 1.28 | + 38 | 90.06 | 6.84 | 7.73 | 0.75 | 22.65 | -1.37 | 0.81 | 1.28 | + 39 | 90.78 | 7.16 | 7.71 | 0.69 | 25.24 | -1.37 | 0.76 | 1.21 | + 40 | 91.47 | 7.50 | 7.69 | 0.69 | 27.77 | -1.37 | 0.78 | 1.21 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.02 | 0.42 | 0.42 | + 2 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.00 | 0.87 | 0.87 | + 3 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 4.55 | 20.59 | 20.59 | + 4 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 12.11 | 32.69 | 32.69 | + 5 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 18.90 | 43.58 | 43.58 | + 6 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 25.05 | 53.42 | 53.42 | + 7 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.13 | 58.12 | 58.12 | + 8 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 28.01 | 47.68 | 47.68 | + 9 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 31.16 | 53.03 | 53.03 | + 10 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 33.91 | 57.71 | 57.71 | + 11 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 36.30 | 61.78 | 61.78 | + 12 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 45.11 | 65.64 | 63.85 | + 13 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 47.59 | 69.24 | 64.04 | + 14 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 49.57 | 72.14 | 63.88 | + 15 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 51.10 | 74.36 | 63.40 | + 16 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 52.19 | 75.95 | 62.60 | + 17 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 52.87 | 76.93 | 61.51 | + 18 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 53.14 | 77.33 | 60.14 | + 19 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 53.02 | 77.16 | 58.48 | + 20 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 50.66 | 76.46 | 56.60 | + 21 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 49.87 | 75.26 | 54.50 | + 22 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 48.75 | 73.56 | 52.15 | + 23 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.82 | 72.42 | 50.72 | + 24 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 33.21 | 71.42 | 49.59 | + 25 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 32.38 | 69.65 | 47.69 | + 26 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 41.43 | 67.27 | 45.33 | + 27 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 39.53 | 64.19 | 42.45 | + 28 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 37.38 | 60.69 | 39.37 | + 29 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 34.96 | 56.77 | 36.08 | + 30 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 32.28 | 52.42 | 32.58 | + 31 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 33.47 | 47.21 | 28.54 | + 32 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 27.13 | 41.42 | 24.23 | + 33 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 10.29 | 37.30 | 21.24 | + 34 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 12.15 | 34.31 | 19.13 | + 35 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 7.29 | 31.44 | 17.11 | + 36 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 16.22 | 27.12 | 14.14 | + 37 | 24.08 | 24.08 | 0.05 | -0.00 | -0.02 | 9.66 | 22.41 | 11.21 | + 38 | 24.08 | 24.08 | 0.19 | -0.00 | -0.14 | 13.18 | 17.75 | 8.89 | + 39 | 26.69 | 26.69 | 0.36 | -0.01 | -0.25 | 7.54 | 11.33 | 5.59 | + 40 | 26.69 | 26.69 | 0.52 | -0.01 | -0.36 | 2.60 | 4.30 | 1.93 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 1.15 | N.A. | N.A. | 0.00 | -0.29 | + 2 | 0.00 | 0.00 | 0.00 | 1.31 | N.A. | N.A. | 0.00 | 0.07 | + 3 | 0.00 | 0.00 | 0.00 | 8.32 | N.A. | N.A. | 13.30 | 15.75 | + 4 | 0.00 | 0.00 | 0.00 | 12.88 | N.A. | N.A. | 13.30 | 25.96 | + 5 | 0.00 | 0.00 | 0.00 | 17.13 | N.A. | N.A. | 13.30 | 35.47 | + 6 | 0.00 | 0.00 | 0.00 | 21.10 | N.A. | N.A. | 13.30 | 44.35 | + 7 | 0.00 | 0.00 | 0.00 | 23.03 | N.A. | N.A. | 13.30 | 48.68 | + 8 | 0.00 | 0.00 | 0.00 | 19.22 | N.A. | N.A. | 0.00 | 40.14 | + 9 | 0.00 | 0.00 | 0.00 | 21.52 | N.A. | N.A. | 0.00 | 45.30 | + 10 | 0.00 | 0.00 | 0.00 | 23.60 | N.A. | N.A. | 0.00 | 49.95 | + 11 | 0.00 | 0.00 | 0.00 | 25.46 | N.A. | N.A. | 0.00 | 54.11 | + 12 | 1.80 | 0.00 | 1.80 | 26.57 | N.A. | N.A. | 0.00 | 56.60 | + 13 | 5.21 | 0.00 | 5.21 | 26.95 | N.A. | N.A. | 0.00 | 57.45 | + 14 | 8.26 | 0.00 | 8.26 | 27.18 | N.A. | N.A. | 0.00 | 57.96 | + 15 | 10.96 | 0.00 | 10.96 | 27.27 | N.A. | N.A. | 0.00 | 58.15 | + 16 | 13.35 | 0.00 | 13.35 | 27.21 | N.A. | N.A. | 0.00 | 58.02 | + 17 | 15.42 | 0.00 | 15.42 | 27.02 | N.A. | N.A. | 0.00 | 57.59 | + 18 | 17.19 | 0.00 | 17.19 | 26.69 | N.A. | N.A. | 0.00 | 56.86 | + 19 | 18.67 | 0.00 | 18.67 | 26.23 | N.A. | N.A. | 0.00 | 55.83 | + 20 | 19.86 | 0.00 | 19.86 | 25.65 | N.A. | N.A. | 0.00 | 54.54 | + 21 | 20.76 | 0.00 | 20.76 | 24.96 | N.A. | N.A. | 0.00 | 52.99 | + 22 | 21.41 | 0.00 | 21.41 | 24.15 | N.A. | N.A. | 0.00 | 51.18 | + 23 | 21.70 | 0.00 | 21.70 | 23.64 | N.A. | N.A. | 0.00 | 50.03 | + 24 | 21.83 | 0.00 | 21.83 | 23.23 | N.A. | N.A. | 0.00 | 49.11 | + 25 | 21.96 | 0.00 | 21.96 | 22.52 | N.A. | N.A. | 0.00 | 47.54 | + 26 | 21.95 | 0.00 | 21.95 | 21.62 | N.A. | N.A. | 0.00 | 45.52 | + 27 | 21.74 | 0.00 | 21.74 | 20.50 | N.A. | N.A. | 0.00 | 43.01 | + 28 | 21.33 | 0.00 | 21.33 | 19.27 | N.A. | N.A. | 0.00 | 40.24 | + 29 | 20.69 | 0.00 | 20.69 | 17.92 | N.A. | N.A. | 0.00 | 37.23 | + 30 | 19.84 | 0.00 | 19.84 | 16.45 | N.A. | N.A. | 0.00 | 33.94 | + 31 | 18.67 | 0.00 | 18.67 | 14.71 | N.A. | N.A. | 0.00 | 30.06 | + 32 | 17.20 | 0.00 | 17.20 | 12.82 | N.A. | N.A. | 0.00 | 25.83 | + 33 | 16.06 | 0.00 | 16.06 | 11.49 | N.A. | N.A. | 0.00 | 22.85 | + 34 | 15.18 | 0.00 | 15.18 | 10.53 | N.A. | N.A. | 0.00 | 20.71 | + 35 | 14.33 | 0.00 | 14.33 | 9.62 | N.A. | N.A. | 0.00 | 18.65 | + 36 | 12.98 | 0.00 | 12.98 | 8.24 | N.A. | N.A. | 0.00 | 15.57 | + 37 | 11.20 | 0.00 | 11.20 | 6.88 | N.A. | N.A. | 0.00 | 12.54 | + 38 | 8.86 | 0.00 | 8.86 | 5.81 | N.A. | N.A. | 0.00 | 10.13 | + 39 | 5.74 | 0.00 | 5.74 | 4.58 | N.A. | N.A. | 0.00 | 6.70 | + 40 | 2.37 | 0.00 | 2.37 | 2.52 | N.A. | N.A. | 0.00 | 2.61 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 0.42 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 0.87 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 20.59 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 32.69 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 43.58 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 53.42 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 58.12 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 47.68 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 53.03 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 57.71 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 61.78 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 63.85 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 64.04 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 63.88 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 63.40 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 62.60 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 61.51 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 60.14 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 58.48 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 56.60 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 54.50 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 52.15 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 50.72 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 49.59 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 47.69 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 45.33 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 42.45 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 39.37 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 36.08 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 32.58 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 28.54 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 24.23 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 21.24 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 34 | N.A. | 19.13 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 35 | N.A. | 17.11 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 36 | N.A. | 14.14 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 37 | N.A. | 11.21 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 38 | N.A. | 8.89 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 39 | N.A. | 5.59 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 40 | N.A. | 1.93 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + Information on the zone plane : Fmin = 2.221 + : Zone = 1A + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 83.35 [m] + Y co-ordinate center point : 28.48 [m] + Radius of critical circle : 24.04 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 7635.71 [kNm/m] + Driving moment free water : -44.03 [kNm/m] + Driving moment external loads : 403.12 [kNm/m] + Iterated resisting moment : 16956.09 [kNm/m] + Non-iterated resisting moment : 16204.39 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 66.35 | 11.49 | 11.63 | 0.20 | -45.01 | 22.46 | 0.28 | 1.28 | + 2 | 66.94 | 10.94 | 11.69 | 0.96 | -43.11 | 2.92 | 1.32 | 1.28 | + 3 | 67.90 | 10.08 | 11.74 | 0.96 | -40.04 | 2.92 | 1.26 | 1.28 | + 4 | 68.86 | 9.31 | 11.79 | 0.96 | -37.10 | 2.92 | 1.21 | 1.28 | + 5 | 69.66 | 8.73 | 11.81 | 0.64 | -34.74 | -1.62 | 0.78 | 1.28 | + 6 | 69.98 | 8.51 | 11.80 | 0.00 | -33.81 | -1.60 | 0.00 | 1.28 | + 7 | 70.37 | 8.26 | 11.79 | 0.78 | -32.70 | -1.60 | 0.93 | 1.28 | + 8 | 71.19 | 7.75 | 11.76 | 0.86 | -30.41 | -1.60 | 1.00 | 1.28 | + 9 | 72.05 | 7.27 | 11.74 | 0.86 | -28.07 | -1.60 | 0.97 | 1.28 | + 10 | 72.48 | 7.04 | 11.73 | 0.00 | -26.90 | -13.34 | 0.00 | 1.28 | + 11 | 72.92 | 6.83 | 11.62 | 0.87 | -25.74 | -13.34 | 0.97 | 1.28 | + 12 | 73.79 | 6.43 | 11.42 | 0.87 | -23.46 | -13.34 | 0.95 | 1.28 | + 13 | 74.66 | 6.07 | 11.21 | 0.87 | -21.21 | -13.34 | 0.94 | 1.28 | + 14 | 75.53 | 5.75 | 11.00 | 0.87 | -18.99 | -13.34 | 0.92 | 1.28 | + 15 | 76.40 | 5.47 | 10.80 | 0.87 | -16.81 | -13.34 | 0.91 | 1.28 | + 16 | 77.28 | 5.23 | 10.59 | 0.87 | -14.65 | -13.34 | 0.90 | 1.28 | + 17 | 78.15 | 5.02 | 10.38 | 0.87 | -12.51 | -13.34 | 0.89 | 1.28 | + 18 | 79.02 | 4.84 | 10.18 | 0.87 | -10.39 | -13.34 | 0.89 | 1.28 | + 19 | 79.89 | 4.70 | 9.97 | 0.87 | -8.28 | -13.34 | 0.88 | 1.28 | + 20 | 80.66 | 4.60 | 9.79 | 0.66 | -6.44 | -13.34 | 0.67 | 1.28 | + 21 | 81.32 | 4.53 | 9.63 | 0.66 | -4.85 | -13.34 | 0.67 | 1.28 | + 22 | 81.98 | 4.48 | 9.47 | 0.66 | -3.27 | -13.34 | 0.66 | 1.28 | + 23 | 82.37 | 4.46 | 9.38 | 0.11 | -2.35 | -13.34 | 0.11 | 1.28 | + 24 | 82.89 | 4.45 | 9.26 | 0.93 | -1.11 | -13.34 | 0.93 | 1.28 | + 25 | 83.74 | 4.45 | 9.06 | 0.77 | 0.92 | -13.34 | 0.77 | 1.28 | + 26 | 84.51 | 4.47 | 8.87 | 0.77 | 2.75 | -13.34 | 0.77 | 1.28 | + 27 | 85.28 | 4.52 | 8.69 | 0.77 | 4.59 | -13.34 | 0.77 | 1.28 | + 28 | 86.05 | 4.60 | 8.51 | 0.77 | 6.44 | -13.34 | 0.77 | 1.28 | + 29 | 86.79 | 4.69 | 8.33 | 0.71 | 8.21 | -13.34 | 0.72 | 1.28 | + 30 | 87.47 | 4.80 | 8.17 | 0.66 | 9.86 | -13.34 | 0.66 | 1.28 | + 31 | 87.94 | 4.88 | 8.06 | 0.28 | 10.99 | -13.34 | 0.28 | 1.28 | + 32 | 88.25 | 4.95 | 7.99 | 0.35 | 11.75 | -13.34 | 0.36 | 1.28 | + 33 | 88.54 | 5.01 | 7.92 | 0.23 | 12.47 | -13.34 | 0.24 | 1.28 | + 34 | 88.96 | 5.11 | 7.82 | 0.60 | 13.48 | -13.34 | 0.61 | 1.28 | + 35 | 89.47 | 5.23 | 7.74 | 0.43 | 14.75 | -1.37 | 0.45 | 1.28 | + 36 | 90.13 | 5.42 | 7.73 | 0.89 | 16.39 | -1.37 | 0.93 | 1.28 | + 37 | 91.03 | 5.70 | 7.70 | 0.89 | 18.62 | -1.37 | 0.94 | 1.28 | + 38 | 91.92 | 6.02 | 7.68 | 0.89 | 20.87 | -1.37 | 0.95 | 1.28 | + 39 | 92.81 | 6.38 | 7.66 | 0.89 | 23.17 | -1.37 | 0.97 | 1.28 | + 40 | 93.70 | 6.79 | 7.64 | 0.89 | 25.50 | -1.37 | 0.99 | 1.28 | + 41 | 94.71 | 7.30 | 7.62 | 1.13 | 28.20 | -1.37 | 1.28 | 1.21 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 0.52 | 2.61 | 2.61 | + 2 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 13.46 | 14.00 | 14.00 | + 3 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 29.54 | 30.71 | 30.71 | + 4 | 24.08 | 24.08 | 0.00 | 0.00 | -0.00 | 44.08 | 45.82 | 45.82 | + 5 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 36.26 | 56.93 | 56.93 | + 6 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.18 | 60.86 | 60.86 | + 7 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 50.91 | 78.61 | 78.61 | + 8 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 63.81 | 87.60 | 85.84 | + 9 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 71.27 | 96.29 | 91.22 | + 10 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.26 | 100.42 | 93.81 | + 11 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 77.81 | 89.23 | 80.54 | + 12 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 81.12 | 93.03 | 80.41 | + 13 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 83.75 | 96.04 | 79.89 | + 14 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 85.72 | 98.30 | 79.00 | + 15 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 87.06 | 99.84 | 77.76 | + 16 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 87.80 | 100.69 | 76.18 | + 17 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 87.95 | 100.86 | 74.27 | + 18 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 87.54 | 100.39 | 72.05 | + 19 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 86.56 | 99.27 | 69.51 | + 20 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 64.81 | 97.80 | 67.04 | + 21 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 63.69 | 96.12 | 64.70 | + 22 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 62.34 | 94.08 | 62.19 | + 23 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 10.02 | 92.78 | 60.68 | + 24 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 84.39 | 90.75 | 58.53 | + 25 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 67.08 | 87.14 | 54.87 | + 26 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 64.15 | 83.34 | 51.30 | + 27 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 60.86 | 79.06 | 47.50 | + 28 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 57.20 | 74.31 | 43.46 | + 29 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 49.11 | 69.27 | 39.33 | + 30 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 42.12 | 64.31 | 35.42 | + 31 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 16.79 | 60.82 | 32.75 | + 32 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 20.65 | 58.33 | 30.87 | + 33 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 12.98 | 55.95 | 29.10 | + 34 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 31.34 | 52.41 | 26.50 | + 35 | 24.08 | 24.08 | 0.05 | -0.00 | -0.02 | 21.03 | 48.73 | 24.08 | + 36 | 24.08 | 24.08 | 0.21 | -0.00 | -0.18 | 39.92 | 45.01 | 22.21 | + 37 | 24.08 | 24.08 | 0.41 | -0.01 | -0.37 | 34.74 | 39.40 | 19.35 | + 38 | 24.08 | 24.08 | 0.62 | -0.01 | -0.56 | 28.88 | 33.04 | 16.13 | + 39 | 24.08 | 24.08 | 0.83 | -0.02 | -0.74 | 22.33 | 25.90 | 12.53 | + 40 | 24.08 | 24.08 | 1.04 | -0.02 | -0.93 | 15.06 | 17.94 | 8.53 | + 41 | 26.69 | 26.69 | 1.28 | -0.03 | -1.44 | 7.09 | 7.58 | 3.21 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 2.04 | N.A. | N.A. | 0.00 | 1.69 | + 2 | 0.00 | 0.00 | 0.00 | 6.34 | N.A. | N.A. | 0.00 | 11.32 | + 3 | 0.00 | 0.00 | 0.00 | 12.83 | N.A. | N.A. | 0.00 | 25.85 | + 4 | 0.00 | 0.00 | 0.00 | 18.88 | N.A. | N.A. | 0.00 | 39.39 | + 5 | 0.00 | 0.00 | 0.00 | 23.45 | N.A. | N.A. | 0.00 | 49.60 | + 6 | 0.00 | 0.00 | 0.00 | 25.10 | N.A. | N.A. | 0.00 | 53.29 | + 7 | 0.00 | 0.00 | 0.00 | 32.24 | N.A. | N.A. | 13.30 | 69.28 | + 8 | 1.76 | 0.00 | 1.76 | 35.45 | N.A. | N.A. | 13.30 | 76.47 | + 9 | 5.07 | 0.00 | 5.07 | 37.97 | N.A. | N.A. | 13.30 | 82.11 | + 10 | 6.61 | 0.00 | 6.61 | 39.20 | N.A. | N.A. | 13.30 | 84.85 | + 11 | 8.69 | 0.00 | 8.69 | 33.98 | N.A. | N.A. | 0.00 | 73.16 | + 12 | 12.62 | 0.00 | 12.62 | 34.22 | N.A. | N.A. | 0.00 | 73.72 | + 13 | 16.16 | 0.00 | 16.16 | 34.30 | N.A. | N.A. | 0.00 | 73.89 | + 14 | 19.30 | 0.00 | 19.30 | 34.21 | N.A. | N.A. | 0.00 | 73.69 | + 15 | 22.08 | 0.00 | 22.08 | 33.97 | N.A. | N.A. | 0.00 | 73.14 | + 16 | 24.51 | 0.00 | 24.51 | 33.56 | N.A. | N.A. | 0.00 | 72.23 | + 17 | 26.59 | 0.00 | 26.59 | 33.00 | N.A. | N.A. | 0.00 | 70.98 | + 18 | 28.34 | 0.00 | 28.34 | 32.29 | N.A. | N.A. | 0.00 | 69.38 | + 19 | 29.76 | 0.00 | 29.76 | 31.42 | N.A. | N.A. | 0.00 | 67.45 | + 20 | 30.76 | 0.00 | 30.76 | 30.55 | N.A. | N.A. | 0.00 | 65.48 | + 21 | 31.42 | 0.00 | 31.42 | 29.69 | N.A. | N.A. | 0.00 | 63.56 | + 22 | 31.89 | 0.00 | 31.89 | 28.74 | N.A. | N.A. | 0.00 | 61.45 | + 23 | 32.11 | 0.00 | 32.11 | 28.16 | N.A. | N.A. | 0.00 | 60.16 | + 24 | 32.22 | 0.00 | 32.22 | 27.33 | N.A. | N.A. | 0.00 | 58.29 | + 25 | 32.27 | 0.00 | 32.27 | 25.89 | N.A. | N.A. | 0.00 | 55.06 | + 26 | 32.04 | 0.00 | 32.04 | 24.44 | N.A. | N.A. | 0.00 | 51.83 | + 27 | 31.57 | 0.00 | 31.57 | 22.88 | N.A. | N.A. | 0.00 | 48.32 | + 28 | 30.85 | 0.00 | 30.85 | 21.18 | N.A. | N.A. | 0.00 | 44.53 | + 29 | 29.94 | 0.00 | 29.94 | 19.42 | N.A. | N.A. | 0.00 | 40.59 | + 30 | 28.89 | 0.00 | 28.89 | 17.73 | N.A. | N.A. | 0.00 | 36.80 | + 31 | 28.07 | 0.00 | 28.07 | 16.56 | N.A. | N.A. | 0.00 | 34.19 | + 32 | 27.46 | 0.00 | 27.46 | 15.74 | N.A. | N.A. | 0.00 | 32.35 | + 33 | 26.85 | 0.00 | 26.85 | 14.95 | N.A. | N.A. | 0.00 | 30.59 | + 34 | 25.90 | 0.00 | 25.90 | 13.79 | N.A. | N.A. | 0.00 | 27.99 | + 35 | 24.64 | 0.00 | 24.64 | 12.72 | N.A. | N.A. | 0.00 | 25.59 | + 36 | 22.80 | 0.00 | 22.80 | 11.91 | N.A. | N.A. | 0.00 | 23.79 | + 37 | 20.04 | 0.00 | 20.04 | 10.65 | N.A. | N.A. | 0.00 | 20.97 | + 38 | 16.90 | 0.00 | 16.90 | 9.19 | N.A. | N.A. | 0.00 | 17.71 | + 39 | 13.37 | 0.00 | 13.37 | 7.53 | N.A. | N.A. | 0.00 | 13.98 | + 40 | 9.41 | 0.00 | 9.41 | 5.63 | N.A. | N.A. | 0.00 | 9.73 | + 41 | 4.37 | 0.00 | 4.37 | 3.21 | N.A. | N.A. | 0.00 | 3.99 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 2.61 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 14.00 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 30.71 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 45.82 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 56.93 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 60.86 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 78.61 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 85.84 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 91.22 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 93.81 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 80.54 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 80.41 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 79.89 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 79.00 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 77.76 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 76.18 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 74.27 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 72.05 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 69.51 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 67.04 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 64.70 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 62.19 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 60.68 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 58.53 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 54.87 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 51.30 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 47.50 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 43.46 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 39.33 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 35.42 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 32.75 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 30.87 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 29.10 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 34 | N.A. | 26.50 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 35 | N.A. | 24.08 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 36 | N.A. | 22.21 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 37 | N.A. | 19.35 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 38 | N.A. | 16.13 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 39 | N.A. | 12.53 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 40 | N.A. | 8.53 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 41 | N.A. | 3.21 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + No correct slide plane found. + in zone 1B + + + Information on the zone plane : Fmin = 1.947 + : Zone = 2A + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 84.74 [m] + Y co-ordinate center point : 27.09 [m] + Radius of critical circle : 21.07 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 4183.88 [kNm/m] + Driving moment free water : -11.43 [kNm/m] + Driving moment external loads : 395.01 [kNm/m] + Iterated resisting moment : 8146.28 [kNm/m] + Non-iterated resisting moment : 7759.05 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 70.63 | 11.46 | 11.78 | 0.74 | -42.08 | -1.60 | 1.00 | 1.28 | + 2 | 71.37 | 10.82 | 11.76 | 0.74 | -39.42 | -1.60 | 0.96 | 1.28 | + 3 | 72.11 | 10.24 | 11.74 | 0.74 | -36.86 | -1.60 | 0.92 | 1.28 | + 4 | 72.48 | 9.96 | 11.73 | 0.00 | -35.60 | -13.34 | 0.00 | 1.28 | + 5 | 72.81 | 9.73 | 11.65 | 0.66 | -34.51 | -13.34 | 0.80 | 1.28 | + 6 | 73.47 | 9.29 | 11.49 | 0.66 | -32.35 | -13.34 | 0.78 | 1.28 | + 7 | 74.13 | 8.89 | 11.33 | 0.66 | -30.25 | -13.34 | 0.76 | 1.28 | + 8 | 74.79 | 8.52 | 11.18 | 0.66 | -28.19 | -13.34 | 0.75 | 1.28 | + 9 | 75.45 | 8.18 | 11.02 | 0.66 | -26.17 | -13.34 | 0.74 | 1.28 | + 10 | 76.11 | 7.87 | 10.86 | 0.66 | -24.18 | -13.34 | 0.72 | 1.28 | + 11 | 76.77 | 7.59 | 10.71 | 0.65 | -22.25 | -13.34 | 0.70 | 1.28 | + 12 | 77.42 | 7.34 | 10.56 | 0.65 | -20.36 | -13.34 | 0.69 | 1.28 | + 13 | 78.06 | 7.11 | 10.40 | 0.65 | -18.49 | -13.34 | 0.68 | 1.28 | + 14 | 78.71 | 6.91 | 10.25 | 0.65 | -16.64 | -13.34 | 0.68 | 1.28 | + 15 | 79.36 | 6.72 | 10.10 | 0.65 | -14.81 | -13.34 | 0.67 | 1.28 | + 16 | 80.00 | 6.56 | 9.94 | 0.65 | -13.00 | -13.34 | 0.66 | 1.28 | + 17 | 80.66 | 6.42 | 9.79 | 0.66 | -11.18 | -13.34 | 0.68 | 1.28 | + 18 | 81.32 | 6.30 | 9.63 | 0.66 | -9.35 | -13.34 | 0.67 | 1.28 | + 19 | 81.98 | 6.20 | 9.47 | 0.66 | -7.52 | -13.34 | 0.67 | 1.28 | + 20 | 82.37 | 6.15 | 9.38 | 0.11 | -6.47 | -13.34 | 0.11 | 1.28 | + 21 | 82.71 | 6.12 | 9.30 | 0.58 | -5.53 | -13.34 | 0.58 | 1.28 | + 22 | 83.29 | 6.07 | 9.16 | 0.58 | -3.94 | -13.34 | 0.58 | 1.28 | + 23 | 83.87 | 6.04 | 9.02 | 0.58 | -2.37 | -13.34 | 0.58 | 1.28 | + 24 | 84.45 | 6.02 | 8.89 | 0.58 | -0.79 | -13.34 | 0.58 | 1.28 | + 25 | 85.02 | 6.02 | 8.75 | 0.56 | 0.77 | -13.34 | 0.56 | 1.28 | + 26 | 85.59 | 6.04 | 8.62 | 0.56 | 2.30 | -13.34 | 0.56 | 1.28 | + 27 | 86.15 | 6.07 | 8.48 | 0.56 | 3.83 | -13.34 | 0.56 | 1.28 | + 28 | 86.79 | 6.12 | 8.33 | 0.71 | 5.57 | -13.34 | 0.71 | 1.28 | + 29 | 87.47 | 6.20 | 8.17 | 0.66 | 7.44 | -13.34 | 0.66 | 1.28 | + 30 | 87.94 | 6.26 | 8.06 | 0.28 | 8.72 | -13.34 | 0.28 | 1.28 | + 31 | 88.25 | 6.32 | 7.99 | 0.35 | 9.58 | -13.34 | 0.36 | 1.28 | + 32 | 88.54 | 6.37 | 7.92 | 0.23 | 10.39 | -13.34 | 0.24 | 1.28 | + 33 | 88.96 | 6.45 | 7.82 | 0.60 | 11.54 | -13.34 | 0.61 | 1.28 | + 34 | 89.47 | 6.56 | 7.74 | 0.43 | 12.98 | -1.37 | 0.44 | 1.28 | + 35 | 90.04 | 6.70 | 7.73 | 0.70 | 14.56 | -1.37 | 0.72 | 1.28 | + 36 | 90.74 | 6.90 | 7.71 | 0.70 | 16.54 | -1.37 | 0.73 | 1.28 | + 37 | 91.39 | 7.10 | 7.70 | 0.60 | 18.40 | -1.37 | 0.63 | 1.21 | + 38 | 91.99 | 7.31 | 7.68 | 0.60 | 20.12 | -1.37 | 0.64 | 1.21 | + 39 | 92.59 | 7.54 | 7.67 | 0.60 | 21.87 | -1.37 | 0.65 | 1.21 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 4.42 | 19.28 | 19.28 | + 2 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 12.86 | 30.69 | 30.69 | + 3 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 20.52 | 41.06 | 41.06 | + 4 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 0.10 | 46.01 | 46.01 | + 5 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 23.43 | 35.46 | 35.46 | + 6 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 26.82 | 40.60 | 40.60 | + 7 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 29.80 | 45.10 | 45.10 | + 8 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 32.38 | 49.00 | 49.00 | + 9 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 34.59 | 52.35 | 52.35 | + 10 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 36.45 | 55.16 | 55.16 | + 11 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 37.25 | 57.55 | 56.24 | + 12 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 38.53 | 59.52 | 55.73 | + 13 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 39.51 | 61.03 | 54.99 | + 14 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 40.19 | 62.09 | 54.03 | + 15 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 40.60 | 62.72 | 52.86 | + 16 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 40.73 | 62.93 | 51.48 | + 17 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 41.56 | 62.71 | 49.88 | + 18 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 41.13 | 62.07 | 48.05 | + 19 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 40.44 | 61.02 | 46.02 | + 20 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.51 | 60.28 | 44.78 | + 21 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 34.46 | 59.45 | 43.61 | + 22 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 33.54 | 57.86 | 41.54 | + 23 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 32.45 | 55.97 | 39.33 | + 24 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 31.17 | 53.77 | 36.96 | + 25 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 28.91 | 51.31 | 34.49 | + 26 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 27.37 | 48.59 | 31.90 | + 27 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 25.68 | 45.57 | 29.17 | + 28 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 29.61 | 41.76 | 25.88 | + 29 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 24.49 | 37.39 | 22.26 | + 30 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 9.46 | 34.29 | 19.77 | + 31 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 11.34 | 32.04 | 18.02 | + 32 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 6.93 | 29.88 | 16.35 | + 33 | 24.08 | 24.08 | 0.00 | -0.00 | -0.00 | 15.92 | 26.62 | 13.89 | + 34 | 24.08 | 24.08 | 0.05 | -0.00 | -0.02 | 10.04 | 23.29 | 11.64 | + 35 | 24.08 | 24.08 | 0.18 | -0.00 | -0.13 | 14.24 | 20.49 | 10.23 | + 36 | 24.08 | 24.08 | 0.35 | -0.01 | -0.24 | 11.38 | 16.58 | 8.23 | + 37 | 26.69 | 26.69 | 0.50 | -0.01 | -0.30 | 7.15 | 12.43 | 6.08 | + 38 | 26.69 | 26.69 | 0.64 | -0.01 | -0.38 | 4.47 | 8.09 | 3.79 | + 39 | 26.69 | 26.69 | 0.78 | -0.01 | -0.47 | 1.53 | 3.33 | 1.30 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 8.20 | N.A. | N.A. | 13.30 | 15.48 | + 2 | 0.00 | 0.00 | 0.00 | 12.62 | N.A. | N.A. | 13.30 | 25.37 | + 3 | 0.00 | 0.00 | 0.00 | 16.75 | N.A. | N.A. | 13.30 | 34.61 | + 4 | 0.00 | 0.00 | 0.00 | 18.76 | N.A. | N.A. | 13.30 | 39.11 | + 5 | 0.00 | 0.00 | 0.00 | 14.79 | N.A. | N.A. | 0.00 | 30.23 | + 6 | 0.00 | 0.00 | 0.00 | 16.96 | N.A. | N.A. | 0.00 | 35.08 | + 7 | 0.00 | 0.00 | 0.00 | 18.90 | N.A. | N.A. | 0.00 | 39.44 | + 8 | 0.00 | 0.00 | 0.00 | 20.64 | N.A. | N.A. | 0.00 | 43.32 | + 9 | 0.00 | 0.00 | 0.00 | 22.17 | N.A. | N.A. | 0.00 | 46.75 | + 10 | 0.00 | 0.00 | 0.00 | 23.51 | N.A. | N.A. | 0.00 | 49.74 | + 11 | 1.30 | 0.00 | 1.30 | 24.15 | N.A. | N.A. | 0.00 | 51.17 | + 12 | 3.79 | 0.00 | 3.79 | 24.13 | N.A. | N.A. | 0.00 | 51.13 | + 13 | 6.04 | 0.00 | 6.04 | 24.01 | N.A. | N.A. | 0.00 | 50.86 | + 14 | 8.07 | 0.00 | 8.07 | 23.79 | N.A. | N.A. | 0.00 | 50.38 | + 15 | 9.87 | 0.00 | 9.87 | 23.48 | N.A. | N.A. | 0.00 | 49.67 | + 16 | 11.45 | 0.00 | 11.45 | 23.06 | N.A. | N.A. | 0.00 | 48.74 | + 17 | 12.84 | 0.00 | 12.84 | 22.55 | N.A. | N.A. | 0.00 | 47.59 | + 18 | 14.02 | 0.00 | 14.02 | 21.93 | N.A. | N.A. | 0.00 | 46.20 | + 19 | 15.00 | 0.00 | 15.00 | 21.20 | N.A. | N.A. | 0.00 | 44.58 | + 20 | 15.50 | 0.00 | 15.50 | 20.75 | N.A. | N.A. | 0.00 | 43.57 | + 21 | 15.84 | 0.00 | 15.84 | 20.32 | N.A. | N.A. | 0.00 | 42.60 | + 22 | 16.32 | 0.00 | 16.32 | 19.54 | N.A. | N.A. | 0.00 | 40.85 | + 23 | 16.64 | 0.00 | 16.64 | 18.68 | N.A. | N.A. | 0.00 | 38.93 | + 24 | 16.81 | 0.00 | 16.81 | 17.74 | N.A. | N.A. | 0.00 | 36.84 | + 25 | 16.82 | 0.00 | 16.82 | 16.74 | N.A. | N.A. | 0.00 | 34.60 | + 26 | 16.68 | 0.00 | 16.68 | 15.68 | N.A. | N.A. | 0.00 | 32.23 | + 27 | 16.40 | 0.00 | 16.40 | 14.54 | N.A. | N.A. | 0.00 | 29.67 | + 28 | 15.88 | 0.00 | 15.88 | 13.14 | N.A. | N.A. | 0.00 | 26.54 | + 29 | 15.14 | 0.00 | 15.14 | 11.57 | N.A. | N.A. | 0.00 | 23.03 | + 30 | 14.52 | 0.00 | 14.52 | 10.48 | N.A. | N.A. | 0.00 | 20.60 | + 31 | 14.02 | 0.00 | 14.02 | 9.71 | N.A. | N.A. | 0.00 | 18.86 | + 32 | 13.53 | 0.00 | 13.53 | 8.96 | N.A. | N.A. | 0.00 | 17.19 | + 33 | 12.73 | 0.00 | 12.73 | 7.86 | N.A. | N.A. | 0.00 | 14.72 | + 34 | 11.64 | 0.00 | 11.64 | 6.84 | N.A. | N.A. | 0.00 | 12.45 | + 35 | 10.26 | 0.00 | 10.26 | 6.22 | N.A. | N.A. | 0.00 | 11.06 | + 36 | 8.35 | 0.00 | 8.35 | 5.32 | N.A. | N.A. | 0.00 | 9.04 | + 37 | 6.35 | 0.00 | 6.35 | 4.67 | N.A. | N.A. | 0.00 | 6.87 | + 38 | 4.29 | 0.00 | 4.29 | 3.44 | N.A. | N.A. | 0.00 | 4.44 | + 39 | 2.03 | 0.00 | 2.03 | 2.08 | N.A. | N.A. | 0.00 | 1.73 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 19.28 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 30.69 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 41.06 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 46.01 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 35.46 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 40.60 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 45.10 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 49.00 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 52.35 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 55.16 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 56.24 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 55.73 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 54.99 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 54.03 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 52.86 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 51.48 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 49.88 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 48.05 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 46.02 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 44.78 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 43.61 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 41.54 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 39.33 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 36.96 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 34.49 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 31.90 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 29.17 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 25.88 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 22.26 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 19.77 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 18.02 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 16.35 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 13.89 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 34 | N.A. | 11.64 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 35 | N.A. | 10.23 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 36 | N.A. | 8.23 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 37 | N.A. | 6.08 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 38 | N.A. | 3.79 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 39 | N.A. | 1.30 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + No correct slide plane found. + in zone 2B + + + No correct slide plane found. + in zone 3A + + + No correct slide plane found. + in zone 3B + + + + END OF D-Geo Stability OUTPUT + ============================= Index: IssueRelatedData/MWDAM-1393/workdir/live.InputTimeSeries1.xml =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/live.InputTimeSeries1.xml (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/live.InputTimeSeries1.xml (revision 2226) @@ -0,0 +1,102 @@ + + + 0.0 + +
+ instantaneous + Grave_beneden + Waterlevel + + + + -999.0 + Grave_beneden + m +
+ +
+ +
+ instantaneous + KERI317_1_G + Waterpressure + + + + -999.0 + KERI317_1_G + m +
+ +
+ +
+ instantaneous + KERI317_2_G + Waterpressure + + + + -999.0 + KERI317_2_G + m +
+ +
+ +
+ instantaneous + KERI317_3_G + Waterpressure + + + + -999.0 + KERI317_3_G + m +
+ +
+ +
+ instantaneous + KERI346_1_G + Waterpressure + + + + -999.0 + KERI346_1_G + m +
+ +
+ +
+ instantaneous + KERI346_2_G + Waterpressure + + + + -999.0 + KERI346_2_G + m +
+ +
+ +
+ instantaneous + KERI346_3_G + Waterpressure + + + + -999.0 + KERI346_3_G + m +
+ +
+
\ No newline at end of file Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series006/Dik(dike)_Loc(Grave_342_verbetering_met_taludverflauwing)_Mdl(Bishop)_1996-01-01T00_00_00.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series006/Dik(dike)_Loc(Grave_342_verbetering_met_taludverflauwing)_Mdl(Bishop)_1996-01-01T00_00_00.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series006/Dik(dike)_Loc(Grave_342_verbetering_met_taludverflauwing)_Mdl(Bishop)_1996-01-01T00_00_00.sti (revision 2226) @@ -0,0 +1,1016 @@ +Input file for DGSMstabDAM : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 27-03-2019 +TIME : 13:46:37 +FILENAME : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\.\mstabfiles\Series006\Dik(dike)_Loc(Grave_342_verbetering_met_taludverflauwing)_Mdl(Bishop)_1996-01-01T00_00_00.sti +CREATED BY : DGeoStability version 15.1.2.4 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1004 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +wl_Zand diep +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=1 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Huidige klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand tussen (1) +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=1.21 +SoilPhi=26.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei nieuw +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_klei +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=1.00 +SoilPhi=27.50 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 49 - Number of geometry points - + 1 0.000 9.217 0.000 + 2 13.467 9.429 0.000 + 3 27.718 8.474 0.000 + 4 43.267 7.609 0.000 + 5 44.416 7.300 0.000 + 6 55.555 7.162 0.000 + 7 66.454 11.668 0.000 + 8 69.340 11.815 0.000 + 9 69.977 11.797 0.000 + 10 72.477 11.727 0.000 + 11 89.257 7.747 0.000 + 12 95.406 7.600 0.000 + 13 105.570 7.720 0.000 + 14 127.800 8.070 0.000 + 15 0.000 -5.000 0.000 + 16 127.800 -5.000 0.000 + 17 0.000 4.800 0.000 + 18 40.240 4.800 0.000 + 19 54.712 0.700 0.000 + 20 63.694 0.000 0.000 + 21 75.812 0.000 0.000 + 22 88.217 2.000 0.000 + 23 97.346 4.000 0.000 + 24 127.800 4.000 0.000 + 25 80.328 9.056 0.000 + 26 82.316 8.380 0.000 + 27 82.424 8.370 0.000 + 28 86.433 7.950 0.000 + 29 89.689 7.000 0.000 + 30 127.800 7.000 0.000 + 31 87.797 7.800 0.000 + 32 88.073 7.793 0.000 + 33 88.427 7.783 0.000 + 34 88.659 7.777 0.000 + 35 66.454 8.729 0.000 + 36 72.477 7.717 0.000 + 37 127.800 7.747 0.000 + 38 0.000 9.217 0.000 + 39 89.257 7.747 0.000 + 40 0.000 -5.000 0.000 + 41 127.800 -5.000 0.000 + 42 0.000 5.435 0.000 + 43 1.000 5.435 0.000 + 44 39.000 5.448 0.000 + 45 55.555 5.435 0.000 + 46 91.000 5.431 0.000 + 47 127.800 5.431 0.000 + 48 0.000 -5.000 0.000 + 49 127.800 -5.000 0.000 +[END OF POINTS] + +[CURVES] + 43 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 25 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 31 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 11 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 35 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 39 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 37 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 5 6 7 8 + 2 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 9 10 11 12 13 14 15 31 32 16 + 17 18 19 20 21 + 3 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 9 10 11 12 13 14 15 31 32 16 + 17 18 19 22 23 24 25 26 27 28 + 29 + 4 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 9 10 11 12 13 14 15 31 32 30 + 27 28 29 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 33 34 35 36 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 37 + 3 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 38 39 40 41 42 + 4 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 43 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand diep + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Huidige klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Zand tussen (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Klei nieuw + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 1 : Zone plot on + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 69.465 94.465 10 X-direction + 11.811 36.811 10 Y-direction + 7.600 3.389 9 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeersbelasting + 13.30 = magnitude + 69.98 72.48 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 1.50 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + -1 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 3 3 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[WATER PRESSURE ON HORIZONTAL BAR] + 0 Use water pressure on horizontal bar +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 11.67 = Diketable Height [m] + 3.00 = Width top rest profile [m] + 66.45 = X co-ordinate indicating start of zone [m] + 127.79 = Boundary of M.H.W influence at X [m] + 11.81 = Boundary of M.H.W influence at Y [m] + 1.00 = Required safety in zone 1a + 1.00 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm560bi.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm560bi.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/hm560bi.sti (revision 2226) @@ -0,0 +1,1112 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:54 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\hm560bi.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +zand (2) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (1) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijksmat +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamOvenDry=0.01 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 52 - Number of geometry points - + 1 -40.000 5.600 0.000 + 2 -38.000 5.600 0.000 + 3 -31.270 7.450 0.000 + 4 -29.300 7.960 0.000 + 5 -24.700 9.110 0.000 + 6 -21.710 9.870 0.000 + 7 -13.090 9.870 0.000 + 8 -12.030 9.640 0.000 + 9 -11.420 9.510 0.000 + 10 -10.360 9.100 0.000 + 11 -3.350 8.680 0.000 + 12 -1.780 8.760 0.000 + 13 0.000 8.770 0.000 + 14 1.780 8.770 0.000 + 15 3.190 8.510 0.000 + 16 8.250 5.610 0.000 + 17 10.710 4.760 0.000 + 18 12.330 4.570 0.000 + 19 13.190 4.470 0.000 + 20 15.630 4.180 0.000 + 21 16.140 4.250 0.000 + 22 21.750 3.930 0.000 + 23 30.660 3.810 0.000 + 24 40.000 4.000 0.000 + 25 -36.300 5.500 0.000 + 26 -31.300 7.000 0.000 + 27 -29.700 7.200 0.000 + 28 -21.600 9.400 0.000 + 29 -13.200 9.400 0.000 + 30 -12.500 9.100 0.000 + 31 -11.400 9.000 0.000 + 32 -10.500 8.600 0.000 + 33 -4.400 8.300 0.000 + 34 -10.500 5.200 0.000 + 35 -40.000 4.900 0.000 + 36 -17.000 4.600 0.000 + 37 0.000 2.600 0.000 + 38 15.500 1.800 0.000 + 39 40.000 1.800 0.000 + 40 -40.000 -13.000 0.000 + 41 40.000 -13.000 0.000 + 42 -40.000 9.110 0.000 + 43 -24.700 9.110 0.000 + 44 -23.700 8.110 0.000 + 45 -13.000 7.500 0.000 + 46 12.330 4.570 0.000 + 47 40.000 4.570 0.000 + 48 -40.000 8.400 0.000 + 49 -38.000 8.300 0.000 + 50 -3.000 7.300 0.000 + 51 12.250 6.720 0.000 + 52 40.000 6.720 0.000 +[END OF POINTS] + +[CURVES] + 50 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 25 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 11 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 34 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 17 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 +[END OF CURVES] + +[BOUNDARIES] + 6 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 41 + 1 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 37 38 39 40 + 2 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 1 24 34 36 17 18 19 20 21 22 + 23 + 3 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 1 24 34 35 33 11 12 13 14 15 + 16 17 18 19 20 21 22 23 + 4 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 1 24 25 26 27 28 29 30 31 32 + 33 11 12 13 14 15 16 17 18 19 + 20 21 22 23 + 5 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 6 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 6 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 6 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 42 43 44 45 46 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 47 48 49 50 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 5 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (2) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + dijksmat + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + zand (2) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + dijksmat + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Detailonderzoek Maasdijken, CO-361580 +Vak C, hmp 560, binnenwaartse stab. + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 5 Number of layers + 5 100 + 4 100 100 + 3 100 100 100 + 2 100 100 100 100 + 1 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 +[CIRCLES] + 3.950 3.950 1 X-direction + 27.000 27.000 1 Y-direction + 1.000 1.000 1 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 6 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 5 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series002/Dik(dike)_Loc(333)_Mdl(Bishop)_1996-01-01T00_00_00.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series002/Dik(dike)_Loc(333)_Mdl(Bishop)_1996-01-01T00_00_00.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.Calc/mstabfiles/Series002/Dik(dike)_Loc(333)_Mdl(Bishop)_1996-01-01T00_00_00.sti (revision 2226) @@ -0,0 +1,1385 @@ +Input file for DGSMstabDAM : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 27-03-2019 +TIME : 13:46:07 +FILENAME : d:\000\workdir\WSAM(Primare_keringen)Stabiliteit_LIVE.Calc\.\mstabfiles\Series002\Dik(dike)_Loc(333)_Mdl(Bishop)_1996-01-01T00_00_00.sti +CREATED BY : DGeoStability version 15.1.2.4 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1004 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +wl_zandondergrond +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=30.26 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=1 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zandtussenlaag +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=25.69 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, huidig +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=19.20 +SoilRestSlope=0 +SoilCohesion=1.28 +SoilPhi=24.08 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei, nieuw +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=19.04 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +weg +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=22.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=34.96 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_klei +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=1.00 +SoilPhi=27.50 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 86 - Number of geometry points - + 1 0.000 5.950 0.000 + 2 12.810 5.950 0.000 + 3 12.942 5.981 0.000 + 4 19.429 7.511 0.000 + 5 19.810 7.600 0.000 + 6 22.140 8.150 0.000 + 7 31.350 9.130 0.000 + 8 39.840 9.476 0.000 + 9 43.620 9.630 0.000 + 10 48.090 11.600 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points on curve, next line(s) are pointnumbers + 22 23 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 71 + 74 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 71 72 + 75 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 72 73 + 76 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 73 74 + 77 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 74 75 + 78 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 75 76 + 79 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 77 78 + 80 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 79 80 + 81 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 80 81 + 82 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 81 82 + 83 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 82 83 + 84 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 83 84 + 85 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 85 86 +[END OF CURVES] + +[BOUNDARIES] + 12 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 5 6 7 8 9 10 + 2 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 26 27 28 + 3 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 63 66 67 68 69 + 4 - Boundary number + 22 - number of curves on boundary, next line(s) are curvenumbers + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 52 60 61 62 66 67 + 68 69 + 5 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 52 59 64 65 62 66 + 67 68 69 + 6 - Boundary number + 32 - number of curves on boundary, next line(s) are curvenumbers + 11 29 30 31 32 33 34 35 36 37 + 38 39 40 41 42 43 44 45 46 47 + 48 49 50 51 59 64 65 62 66 67 + 68 69 + 7 - Boundary number + 29 - number of curves on boundary, next line(s) are curvenumbers + 11 29 30 31 32 33 34 35 36 37 + 38 39 40 41 42 43 44 45 56 57 + 51 59 64 65 62 66 67 68 69 + 8 - Boundary number + 25 - number of curves on boundary, next line(s) are curvenumbers + 11 29 30 31 32 33 34 35 36 37 + 38 39 40 41 42 43 44 58 64 65 + 62 66 67 68 69 + 9 - Boundary number + 25 - number of curves on boundary, next line(s) are curvenumbers + 11 29 30 31 32 33 34 35 36 37 + 38 39 55 70 71 72 44 58 64 65 + 62 66 67 68 69 + 10 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 53 30 31 32 33 34 35 36 37 38 + 39 55 70 71 72 44 58 64 65 62 + 66 67 68 69 + 11 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 54 31 32 33 34 35 36 37 38 39 + 55 70 71 72 44 58 64 65 62 66 + 67 68 69 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 12 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 12 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 12 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 73 74 75 76 77 78 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 79 + 3 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 80 81 82 83 84 + 4 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 85 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 11 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zandondergrond + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + zandtussenlaag + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei, huidig + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei, huidig + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei, nieuw + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei, huidig + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + weg + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei, nieuw + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + klei, nieuw + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 1 : Zone plot on + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 11 Number of layers + 11 100 + 10 100 100 + 9 100 100 100 + 8 100 100 100 100 + 7 100 100 100 100 100 + 6 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 +[CIRCLES] + 51.695 76.695 10 X-direction + 11.812 36.812 10 Y-direction + 7.800 3.788 9 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeersbelasting + 13.30 = magnitude + 52.80 55.30 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 1.50 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + -1 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 11 - Number of layers + 3 3 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[WATER PRESSURE ON HORIZONTAL BAR] + 0 Use water pressure on horizontal bar +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 11.60 = Diketable Height [m] + 3.00 = Width top rest profile [m] + 48.09 = X co-ordinate indicating start of zone [m] + 84.99 = Boundary of M.H.W influence at X [m] + 11.82 = Boundary of M.H.W influence at Y [m] + 1.00 = Required safety in zone 1a + 1.00 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/696bi.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/696bi.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/696bi.sti (revision 2226) @@ -0,0 +1,1055 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:55 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\696bi.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +zand (3) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (1) (1) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.70 +SoilGamOvenDry=0.01 +SoilGamWet=16.70 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.30 +SoilPhi=17.30 +SoilDilatancy=17.30 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijksm +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.50 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.50 +SoilPhi=19.40 +SoilDilatancy=19.40 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamOvenDry=0.01 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (3) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 43 - Number of geometry points - + 1 16.100 3.200 0.000 + 2 12.600 2.500 0.000 + 3 10.200 3.000 0.000 + 4 0.000 2.800 0.000 + 5 60.000 4.500 0.000 + 6 45.300 4.800 0.000 + 7 18.100 3.400 0.000 + 8 44.500 5.100 0.000 + 9 43.500 5.400 0.000 + 10 40.100 6.900 0.000 + 11 38.600 7.600 0.000 + 12 37.700 8.400 0.000 + 13 36.610 8.500 0.000 + 14 35.000 8.500 0.000 + 15 34.090 8.450 0.000 + 16 32.200 8.300 0.000 + 17 31.800 8.200 0.000 + 18 31.500 7.900 0.000 + 19 30.600 7.700 0.000 + 20 29.700 7.100 0.000 + 21 25.200 5.900 0.000 + 22 22.700 5.300 0.000 + 23 20.600 4.500 0.000 + 24 40.300 3.000 0.000 + 25 27.200 3.000 0.000 + 26 60.000 2.200 0.000 + 27 45.300 2.200 0.000 + 28 18.100 2.850 0.000 + 29 60.000 0.200 0.000 + 30 45.300 0.200 0.000 + 31 10.000 1.000 0.000 + 32 0.000 1.000 0.000 + 33 60.000 -5.000 0.000 + 34 0.000 -5.000 0.000 + 35 60.000 4.500 0.000 + 36 45.300 4.800 0.000 + 37 37.700 5.900 0.000 + 38 30.500 6.400 0.000 + 39 30.200 7.400 0.000 + 40 0.000 7.400 0.000 + 41 60.000 3.000 0.000 + 42 0.000 3.000 0.000 + 43 60.000 7.300 0.000 +[END OF POINTS] + +[CURVES] + 39 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 7 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 6 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 43 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 32 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 31 30 29 + 2 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 3 2 1 28 27 26 + 3 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 3 2 1 5 25 24 23 4 + 4 - Boundary number + 22 - number of curves on boundary, next line(s) are curvenumbers + 3 2 1 5 22 21 20 19 18 17 + 16 15 14 13 12 11 10 9 8 7 + 6 4 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 3 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 37 36 35 34 33 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 38 + 3 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 39 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (3) + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei (1) (1) + 2 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei (1) (1) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + dijksm + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dijkverbetering Maren-Kessel CO-378780 +hmp 696 binnenwaartse stabiliteit + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 38.000 47.000 10 X-direction + 9.000 24.000 11 Y-direction + 4.000 0.000 5 Tangent lines + 35.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 5 +[LIFT SLIP DATA] + 35.000 35.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 35.000 35.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 3 3 = Pl-top and pl-bottom + 2 3 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 35.00 = X co-ordinate indicating start of zone [m] + 35.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 35.00 = Left side minimum road [m] + 35.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/h953bi1k.sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/h953bi1k.sti (revision 0) +++ IssueRelatedData/MWDAM-1393/workdir/WSAM(Primare_keringen)Stabiliteit_LIVE.geometries2D.0/h953bi1k.sti (revision 2226) @@ -0,0 +1,1102 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-3-2015 +TIME : 14:35:54 +FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\h953bi1k.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +zand (2) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=19.00 +SoilDilatancy=19.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +dijksmat +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=65.00 +SoilGamOvenDry=0.01 +SoilGamWet=65.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +wl_zand (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 53 - Number of geometry points - + 1 98.900 -2.400 0.000 + 2 110.000 -2.400 0.000 + 3 10.000 -1.800 0.000 + 4 22.300 -0.400 0.000 + 5 24.900 0.190 0.000 + 6 27.900 0.600 0.000 + 7 31.100 1.000 0.000 + 8 33.400 1.700 0.000 + 9 34.400 1.700 0.000 + 10 37.900 1.900 0.000 + 11 49.000 7.800 0.000 + 12 49.300 7.900 0.000 + 13 51.900 8.000 0.000 + 14 52.900 7.900 0.000 + 15 62.400 3.400 0.000 + 16 66.100 3.300 0.000 + 17 67.300 3.300 0.000 + 18 73.050 3.100 0.000 + 19 74.900 3.100 0.000 + 20 76.400 3.100 0.000 + 21 78.300 3.000 0.000 + 22 81.800 1.000 0.000 + 23 83.300 0.900 0.000 + 24 85.700 0.400 0.000 + 25 87.600 0.000 0.000 + 26 69.600 3.200 0.000 + 27 72.100 3.150 0.000 + 28 44.300 5.300 0.000 + 29 0.000 0.190 0.000 + 30 0.000 -2.000 0.000 + 31 10.000 -2.000 0.000 + 32 32.200 -2.200 0.000 + 33 36.600 0.000 0.000 + 34 47.800 6.000 0.000 + 35 54.800 6.000 0.000 + 36 62.100 2.400 0.000 + 37 78.000 2.000 0.000 + 38 81.500 0.000 0.000 + 39 85.900 -2.400 0.000 + 40 49.000 -2.400 0.000 + 41 0.000 -13.000 0.000 + 42 110.000 -13.000 0.000 + 43 0.000 5.300 0.000 + 44 24.900 5.300 0.000 + 45 44.300 5.300 0.000 + 46 45.300 4.300 0.000 + 47 52.000 4.000 0.000 + 48 87.600 0.000 0.000 + 49 110.000 0.000 0.000 + 50 37.900 4.430 0.000 + 51 64.500 2.660 0.000 + 52 80.500 1.000 0.000 + 53 110.000 1.000 0.000 +[END OF POINTS] + +[CURVES] + 52 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 28 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 26 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 18 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 1 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 1 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 38 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 40 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 50 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 +[END OF CURVES] + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 42 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 29 30 40 41 38 1 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 29 30 31 39 37 38 1 + 3 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 29 30 31 32 33 34 35 36 37 38 + 1 + 4 - Boundary number + 28 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 5 6 7 8 9 10 11 + 12 13 14 15 16 17 18 19 20 21 + 22 23 24 25 26 27 28 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 43 44 45 46 47 48 + 2 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 43 49 50 51 52 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand (2) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + dijksmat + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-361580, Detailonderzoek Maasdijken +Vak G, hmp 953, binnenw.stab. dijk, klei + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 4 Number of layers + 4 100 + 3 100 100 + 2 100 100 100 + 1 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 50.000 69.000 20 X-direction + 6.000 20.000 10 Y-direction + 5.000 -3.000 5 Tangent lines + 70.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 5 +[LIFT SLIP DATA] + 70.000 70.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 70.000 70.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 4 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 70.00 = X co-ordinate indicating start of zone [m] + 70.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 70.00 = Left side minimum road [m] + 70.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE]