Index: IssueRelatedData/MWDAM-1666/Loc(111-DIG-8986-01_2-dp 46)_Sce(1)_Pro(111-DIG-8986-01_2).sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1666/Loc(111-DIG-8986-01_2-dp 46)_Sce(1)_Pro(111-DIG-8986-01_2).sti (revision 0) +++ IssueRelatedData/MWDAM-1666/Loc(111-DIG-8986-01_2-dp 46)_Sce(1)_Pro(111-DIG-8986-01_2).sti (revision 3076) @@ -0,0 +1,1690 @@ +Input file for DGSMStabDam : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 8-4-2020 +TIME : 16:38:32 +FILENAME : E:\jeremy\Validatie9-run4\validatie.Calc\Stability\Bishop\Loc(111-DIG-8986-01_2-dp 46)_Sce(1)_Pro(111-DIG-8986-01_2).sti +CREATED BY : DGeoStability version 18.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +Pleistoceen zand +SoilColor=16777215 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=32.50 +SoilDilatancy=32.50 +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=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] +Basisveen +SoilColor=7077877 +SoilSoilType=4 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=12.00 +SoilGamWet=12.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +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] +Klei humeus <14 +SoilColor=9211020 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.30 +SoilGamWet=13.30 +SoilRestSlope=0 +SoilCohesion=1.40 +SoilPhi=25.50 +SoilDilatancy=25.50 +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] +[SOIL] +Klei siltig 14,5-16,5 +SoilColor=9276906 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.40 +SoilGamWet=15.40 +SoilRestSlope=0 +SoilCohesion=2.80 +SoilPhi=26.80 +SoilDilatancy=26.80 +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] +Veen > 300 +SoilColor=16777215 +SoilSoilType=4 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.30 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +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] +ophoogmateriaal_klei +SoilColor=12171263 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=1.50 +SoilPhi=16.90 +SoilDilatancy=16.90 +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] + 134 - Number of geometry points - + 1 0.000 -2.100 0.000 + 2 3.500 -2.100 0.000 + 3 5.000 -0.650 0.000 + 4 5.370 -0.490 0.000 + 5 6.130 -0.450 0.000 + 6 7.510 -0.390 0.000 + 7 8.000 -0.371 0.000 + 8 8.830 -0.340 0.000 + 9 9.458 -0.050 0.000 + 10 10.000 0.200 0.000 + 11 10.790 0.200 0.000 + 12 10.971 0.200 0.000 + 13 11.500 0.199 0.000 + 14 11.690 0.150 0.000 + 15 12.547 -0.069 0.000 + 16 12.770 -0.071 0.000 + 17 12.810 -0.071 0.000 + 18 13.000 -0.070 0.000 + 19 13.471 -0.067 0.000 + 20 14.580 -0.061 0.000 + 21 15.270 -0.201 0.000 + 22 16.209 -0.407 0.000 + 23 16.460 -0.462 0.000 + 24 17.790 -0.841 0.000 + 25 18.205 -0.950 0.000 + 26 18.530 -1.030 0.000 + 27 20.116 -1.331 0.000 + 28 20.140 -1.335 0.000 + 29 20.400 -1.382 0.000 + 30 21.610 -1.592 0.000 + 31 24.610 -2.121 0.000 + 32 28.290 -2.782 0.000 + 33 31.992 -3.432 0.000 + 34 32.100 -3.452 0.000 + 35 32.400 -3.505 0.000 + 36 34.000 -3.788 0.000 + 37 35.745 -4.193 0.000 + 38 35.790 -4.199 0.000 + 39 35.830 -4.203 0.000 + 40 37.170 -4.524 0.000 + 41 38.090 -4.606 0.000 + 42 39.000 -4.746 0.000 + 43 39.690 -4.853 0.000 + 44 40.990 -5.143 0.000 + 45 41.250 -5.212 0.000 + 46 41.617 -5.824 0.000 + 47 42.029 -5.824 0.000 + 48 42.410 -5.212 0.000 + 49 42.660 -5.131 0.000 + 50 43.660 -4.821 0.000 + 51 44.900 -4.590 0.000 + 52 46.910 -4.470 0.000 + 53 53.000 -4.410 0.000 + 54 55.000 -4.520 0.000 + 55 0.000 -32.434 0.000 + 56 55.000 -32.434 0.000 + 57 0.000 -31.700 0.000 + 58 27.170 -31.700 0.000 + 59 37.170 -31.700 0.000 + 60 47.170 -31.700 0.000 + 61 55.000 -31.700 0.000 + 62 37.170 -11.700 0.000 + 63 37.170 -10.600 0.000 + 64 47.170 -10.600 0.000 + 65 55.000 -10.600 0.000 + 66 37.170 -10.500 0.000 + 67 37.170 -10.106 0.000 + 68 47.170 -10.106 0.000 + 69 55.000 -10.106 0.000 + 70 37.170 -9.404 0.000 + 71 47.170 -9.404 0.000 + 72 55.000 -9.404 0.000 + 73 37.170 -8.601 0.000 + 74 37.170 -5.601 0.000 + 75 37.170 -5.215 0.000 + 76 41.252 -5.215 0.000 + 77 42.408 -5.215 0.000 + 78 47.170 -5.215 0.000 + 79 55.000 -5.215 0.000 + 80 37.169 -5.024 0.000 + 81 0.000 -11.700 0.000 + 82 27.170 -11.700 0.000 + 83 0.000 -10.500 0.000 + 84 27.170 -10.500 0.000 + 85 0.000 -8.601 0.000 + 86 27.170 -8.601 0.000 + 87 0.000 -5.601 0.000 + 88 27.170 -5.601 0.000 + 89 4.827 -0.817 0.000 + 90 15.799 -0.817 0.000 + 91 16.209 -0.907 0.000 + 92 16.460 -0.962 0.000 + 93 17.790 -1.341 0.000 + 94 18.205 -1.450 0.000 + 95 18.530 -1.530 0.000 + 96 20.116 -1.831 0.000 + 97 20.140 -1.835 0.000 + 98 20.400 -1.882 0.000 + 99 21.610 -2.092 0.000 + 100 24.610 -2.621 0.000 + 101 28.290 -3.282 0.000 + 102 31.992 -3.932 0.000 + 103 32.100 -3.952 0.000 + 104 32.400 -4.005 0.000 + 105 34.000 -4.288 0.000 + 106 35.745 -4.693 0.000 + 107 35.790 -4.699 0.000 + 108 35.830 -4.703 0.000 + 109 9.189 -0.174 0.000 + 110 11.501 -0.174 0.000 + 111 11.501 -0.301 0.000 + 112 11.690 -0.350 0.000 + 113 12.547 -0.569 0.000 + 114 12.770 -0.571 0.000 + 115 12.810 -0.571 0.000 + 116 13.000 -0.570 0.000 + 117 13.471 -0.567 0.000 + 118 14.580 -0.561 0.000 + 119 15.270 -0.701 0.000 + 120 0.000 -0.310 0.000 + 121 8.895 -0.310 0.000 + 122 10.000 -0.310 0.000 + 123 11.500 -0.460 0.000 + 124 12.547 -0.460 0.000 + 125 37.170 -4.534 0.000 + 126 41.016 -5.150 0.000 + 127 42.601 -5.150 0.000 + 128 55.000 -5.150 0.000 + 129 0.000 -32.434 0.000 + 130 55.000 -32.434 0.000 + 131 0.000 -3.738 0.000 + 132 55.000 -3.738 0.000 + 133 0.000 -32.434 0.000 + 134 55.000 -32.434 0.000 +[END OF POINTS] + +[CURVES] + 132 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 56 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 58 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 61 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 62 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 65 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 66 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 67 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 68 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 69 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 70 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 71 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 71 72 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 73 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 73 74 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 74 75 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 75 76 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 76 46 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 77 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 77 78 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 78 79 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 77 48 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 75 80 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 80 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 + 43 44 + 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 76 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 81 82 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 82 62 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 83 84 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 84 66 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 85 86 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 86 73 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 87 88 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 88 74 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 89 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 89 90 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 90 91 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 91 92 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 92 93 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 93 94 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 94 95 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 95 96 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 96 97 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 97 98 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 98 99 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 99 100 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 100 101 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 101 102 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 102 103 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 103 104 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 104 105 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 105 106 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 106 107 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 107 108 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 108 80 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 89 3 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 74 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 75 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 76 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 77 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 109 + 78 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 109 110 + 79 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 110 111 + 80 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 111 112 + 81 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 112 113 + 82 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 113 114 + 83 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 114 115 + 84 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 115 116 + 85 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 116 117 + 86 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 117 118 + 87 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 118 119 + 88 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 119 90 + 89 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 109 9 + 90 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 91 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 92 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 93 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 94 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 110 13 + 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 + 15 16 + 98 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 99 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 100 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 101 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 102 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 103 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 104 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 105 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 106 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 107 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 108 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 109 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 110 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 111 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 112 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 113 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 114 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 115 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 116 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 117 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 118 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 119 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 120 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 121 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 122 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 120 121 + 123 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 121 122 + 124 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 122 123 + 125 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 123 124 + 126 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 124 125 + 127 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 125 126 + 128 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 126 127 + 129 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 127 128 + 130 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 129 130 + 131 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 131 132 + 132 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 133 134 +[END OF CURVES] + +[BOUNDARIES] + 16 - 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 + 2 3 4 5 + 2 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 2 3 6 7 8 9 + 3 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 2 3 6 7 10 11 12 13 + 4 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 2 3 6 7 10 11 14 15 16 + 5 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 2 3 6 7 10 11 14 17 18 19 + 20 21 22 23 24 25 + 6 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 2 3 6 7 10 11 14 17 18 19 + 20 21 22 23 26 27 28 29 30 31 + 32 + 7 - Boundary number + 28 - number of curves on boundary, next line(s) are curvenumbers + 2 3 6 7 10 11 14 17 18 19 + 33 34 35 36 37 38 39 40 21 22 + 23 26 27 28 29 30 31 32 + 8 - Boundary number + 27 - number of curves on boundary, next line(s) are curvenumbers + 41 42 7 10 11 14 17 18 19 33 + 34 35 36 37 38 39 40 21 22 23 + 26 27 28 29 30 31 32 + 9 - Boundary number + 25 - number of curves on boundary, next line(s) are curvenumbers + 43 44 11 14 17 18 19 33 34 35 + 36 37 38 39 40 21 22 23 26 27 + 28 29 30 31 32 + 10 - Boundary number + 22 - number of curves on boundary, next line(s) are curvenumbers + 45 46 18 19 33 34 35 36 37 38 + 39 40 21 22 23 26 27 28 29 30 + 31 32 + 11 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 47 48 19 33 34 35 36 37 38 39 + 40 21 22 23 26 27 28 29 30 31 + 32 + 12 - Boundary number + 39 - number of curves on boundary, next line(s) are curvenumbers + 49 50 51 52 53 54 55 56 57 58 + 59 60 61 62 63 64 65 66 67 68 + 69 70 34 35 36 37 38 39 40 21 + 22 23 26 27 28 29 30 31 32 + 13 - Boundary number + 56 - number of curves on boundary, next line(s) are curvenumbers + 49 50 71 72 73 74 75 76 77 78 + 79 80 81 82 83 84 85 86 87 88 + 52 53 54 55 56 57 58 59 60 61 + 62 63 64 65 66 67 68 69 70 34 + 35 36 37 38 39 40 21 22 23 26 + 27 28 29 30 31 32 + 14 - Boundary number + 54 - number of curves on boundary, next line(s) are curvenumbers + 49 50 71 72 73 74 75 76 77 78 + 94 95 96 97 98 99 100 101 102 103 + 104 105 106 107 108 109 110 111 112 113 + 114 115 116 117 118 119 120 121 35 36 + 37 38 39 40 21 22 23 26 27 28 + 29 30 31 32 + 15 - Boundary number + 57 - number of curves on boundary, next line(s) are curvenumbers + 49 50 71 72 73 74 75 76 77 89 + 90 91 92 93 95 96 97 98 99 100 + 101 102 103 104 105 106 107 108 109 110 + 111 112 113 114 115 116 117 118 119 120 + 121 35 36 37 38 39 40 21 22 23 + 26 27 28 29 30 31 32 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 16 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 16 - 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 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 16 - Number of boundaries - + 0 + 0 + 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 + 8 - number of curves on PlLine, next line(s) are curvenumbers + 122 123 124 125 126 127 128 129 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 130 + 3 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 131 + 4 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 132 +[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] + 15 - Number of layers - + 1 - Layer number, next line is material of layer + Pleistoceen zand + 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 + Pleistoceen zand + 3 - 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 + Basisveen + 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 humeus <14 + 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 siltig 14,5-16,5 + 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 + ophoogmateriaal_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 + 7 - Layer number, next line is material of layer + Klei humeus <14 + 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 + Pleistoceen zand + 3 - Piezometric level line at top of layer + 3 - 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 + Basisveen + 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 humeus <14 + 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 siltig 14,5-16,5 + 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 + Veen > 300 + 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 + Klei humeus <14 + 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 + 14 - Layer number, next line is material of layer + ophoogmateriaal_klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + ophoogmateriaal_klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - 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 + 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 +[END OF MSEEPNET] +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[END OF UNIT WEIGHT WATER] +[DEGREE OF CONSOLIDATION] + 15 Number of layers + 15 100 + 14 100 100 + 13 100 100 100 + 12 100 100 100 100 + 11 100 100 100 100 100 + 10 100 100 100 100 100 100 + 9 100 100 100 100 100 100 100 + 8 100 100 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 20 20 20 20 20 20 20 20 20 20 + 20 20 20 20 20 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 10.750 35.750 26 X-direction + 0.700 15.760 16 Y-direction + -5.824 -11.848 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 + 5.00 = magnitude + 10.97 13.47 = 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] + 2.00 [m] +[END OF MINIMAL REQUIRED CIRCLE DEPTH] +[SLIP CIRCLE SELECTION] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=1 +XEntryMin=0.00 +XEntryMax=12.02 +[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 + 0 number of points +[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 + 15 - Number of layers + 3 3 = Pl-top and pl-bottom + 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 + 1 1 = Pl-top and pl-bottom + 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 + 1 1 = Pl-top and pl-bottom + 1 1 = 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] + 0.00 = Diketable Height [m] + 0.00 = Width top rest profile [m] + 0.00 = X co-ordinate indicating start of zone [m] + 54.99 = Boundary of M.H.W influence at X [m] + 0.19 = Boundary of M.H.W influence at Y [m] + 0.00 = Required safety in zone 1a + 0.00 = Required safety in zone 1b + 0.00 = Required safety in zone 2a + 0.00 = 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 FILE] Index: IssueRelatedData/MWDAM-1666/Loc(111-DIG-8986-01_2-dp 46)_Sce(1)_Pro(111-DIG-8986-01_2).jpg =================================================================== diff -u Binary files differ