Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/output.Geometries/1D-34-bishop-binnen.sti =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/output.Geometries/1D-34-bishop-binnen.sti (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/output.Geometries/1D-34-bishop-binnen.sti (revision 1551) @@ -0,0 +1,1291 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-8-2012 +TIME : 14:22:37 +FILENAME : D:\LiveDijkXL\werkmap\1D-34-bishop-binnen.sti +CREATED BY : D-Geo Stability version 10.1.1.4 +========================== 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 +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=16.40 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=22.90 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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 +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=3.60 +SoilGamWet=10.50 +SoilRestSlope=1 +SoilCohesion=1.70 +SoilPhi=12.50 +SoilDilatancy=13.00 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Oude zeeklei +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.10 +SoilGamWet=15.90 +SoilRestSlope=1 +SoilCohesion=3.30 +SoilPhi=14.60 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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 kleiig +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=12.70 +SoilGamWet=15.00 +SoilRestSlope=1 +SoilCohesion=0.70 +SoilPhi=20.80 +SoilDilatancy=25.00 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Dijkklei +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=15.90 +SoilRestSlope=1 +SoilCohesion=6.70 +SoilPhi=14.60 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Bekledingklei +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=15.90 +SoilRestSlope=1 +SoilCohesion=6.70 +SoilPhi=14.60 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=16.40 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=22.90 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] + 64 - Number of geometry points - + 1 200.000 -1.330 0.000 + 2 0.000 -1.330 0.000 + 3 0.000 5.800 0.000 + 4 200.000 5.800 0.000 + 5 200.000 -0.280 0.000 + 6 150.000 -0.280 0.000 + 7 139.300 0.000 0.000 + 8 138.400 -0.020 0.000 + 9 137.500 -0.660 0.000 + 10 136.000 -0.240 0.000 + 11 133.000 0.300 0.000 + 12 131.500 0.580 0.000 + 13 130.000 0.950 0.000 + 14 126.000 1.970 0.000 + 15 125.000 2.140 0.000 + 16 123.500 2.150 0.000 + 17 120.000 2.140 0.000 + 18 118.000 2.280 0.000 + 19 116.500 2.580 0.000 + 20 111.600 4.670 0.000 + 21 102.600 8.100 0.000 + 22 101.200 8.360 0.000 + 23 100.000 8.420 0.000 + 24 99.200 8.320 0.000 + 25 95.000 6.840 0.000 + 26 93.000 6.360 0.000 + 27 87.500 5.590 0.000 + 28 78.000 3.700 0.000 + 29 61.000 -0.380 0.000 + 30 57.300 -0.540 0.000 + 31 0.000 -0.540 0.000 + 32 132.680 -0.250 0.000 + 33 124.260 1.770 0.000 + 34 115.640 1.750 0.000 + 35 101.350 7.430 0.000 + 36 99.690 7.490 0.000 + 37 94.770 6.200 0.000 + 38 88.310 5.200 0.000 + 39 82.240 3.870 0.000 + 40 64.090 -0.350 0.000 + 41 200.000 -0.800 0.000 + 42 0.000 -0.800 0.000 + 43 200.000 -3.700 0.000 + 44 0.000 -3.700 0.000 + 45 200.000 -4.100 0.000 + 46 0.000 -4.100 0.000 + 47 200.000 -5.000 0.000 + 48 0.000 -5.000 0.000 + 49 200.000 -9.500 0.000 + 50 0.000 -9.500 0.000 + 51 200.000 -10.500 0.000 + 52 0.000 -10.500 0.000 + 53 200.000 -18.000 0.000 + 54 0.000 -18.000 0.000 + 55 200.000 -1.330 0.000 + 56 137.500 -0.660 0.000 + 57 117.142 2.301 0.000 + 58 102.600 5.300 0.000 + 59 99.200 5.300 0.000 + 60 89.139 5.800 0.000 + 61 0.000 5.800 0.000 + 62 200.000 0.040 0.000 + 63 0.000 0.040 0.000 + 64 145.000 -1.330 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 + 32 10 + 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 + 36 35 + 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 37 + 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 + 29 40 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 32 + 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 + 44 43 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 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 + 52 51 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 56 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 57 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 58 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 59 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 60 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 62 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 55 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 64 +[END OF CURVES] + +[BOUNDARIES] + 10 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 44 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 43 + 2 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 42 + 3 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 41 + 4 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 40 + 5 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 39 + 6 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 38 + 7 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 26 25 36 37 27 5 4 3 2 1 + 8 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 26 25 36 35 34 33 32 31 30 29 + 28 27 5 4 3 2 1 + 9 - 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] + 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 + 7 - number of curves on PlLine, next line(s) are curvenumbers + 49 48 47 46 45 52 51 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 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] + 9 - 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 + 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 + Oude zeeklei + 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 + Veen + 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 + Oude zeeklei + 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 + Zand kleiig + 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 + Oude zeeklei + 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 + Dijkklei + 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 + Bekledingklei + 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] +Groninger zeedijk dijkvak 1D +toetsing macrostabiliteit binnenwaarts + +[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] + 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] + 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 +[CIRCLES] + 116.215 133.705 10 X-direction + 17.894 30.670 10 Y-direction + -0.279 -5.279 10 Tangent lines + 200.000 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] + 0.50 [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] + 9 +[LIFT SLIP DATA] + 200.000 200.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 200.000 200.000 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 + 0.00 = 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 + 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 + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = 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] + 200.00 = X co-ordinate indicating start of zone [m] + 200.00 = 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 + 200.00 = Left side minimum road [m] + 200.00 = 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: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/live.FEWS.OutputFile.xml =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/live.FEWS.OutputFile.xml (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/live.FEWS.OutputFile.xml (revision 1551) @@ -0,0 +1,26 @@ + + + + 0 + \ No newline at end of file Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set1/Deltares.Dam.Application.Live.Tests.InputFile.xml =================================================================== diff -u -r1549 -r1551 --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set1/Deltares.Dam.Application.Live.Tests.InputFile.xml (.../Deltares.Dam.Application.Live.Tests.InputFile.xml) (revision 1549) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set1/Deltares.Dam.Application.Live.Tests.InputFile.xml (.../Deltares.Dam.Application.Live.Tests.InputFile.xml) (revision 1551) @@ -1,4 +1,26 @@  + 0.0 Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/output.damx =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/output.damx (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/output.damx (revision 1551) @@ -0,0 +1,1845 @@ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ No newline at end of file Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/ModelRunnerTest.cs =================================================================== diff -u -r1549 -r1551 --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/ModelRunnerTest.cs (.../ModelRunnerTest.cs) (revision 1549) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/ModelRunnerTest.cs (.../ModelRunnerTest.cs) (revision 1551) @@ -1,4 +1,25 @@ -using System; +// Copyright (C) Stichting Deltares 2018. All rights reserved. +// +// This file is part of the application DAM - Live. +// +// DAM - UI is free software: you can redistribute it and/or modify +// it under the terms of the GNU General Public License as published by +// the Free Software Foundation, either version 3 of the License, or +// (at your option) any later version. +// +// This program is distributed in the hope that it will be useful, +// but WITHOUT ANY WARRANTY; without even the implied warranty of +// MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the +// GNU General Public License for more details. +// +// You should have received a copy of the GNU General Public License +// along with this program. If not, see . +// +// All names, logos, and references to "Deltares" are registered trademarks of +// Stichting Deltares and remain full property of Stichting Deltares at all times. +// All rights reserved. + +using System; using System.IO; using Deltares.Dam.Application.Live; using Deltares.Dam.Data; Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/input.Geometries/grebbedijk1a.sti =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/input.Geometries/grebbedijk1a.sti (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/input.Geometries/grebbedijk1a.sti (revision 1551) @@ -0,0 +1,823 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : +DATE : 19-10-2012 +TIME : 14:48:24 +FILENAME : D:\Grebbedijk DAM2\Geometries\grebbedijk1a.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] + 3 = number of items +[SOIL] +zand (1) +SoilColor=12632256 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.50 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=26.30 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=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=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=7.40 +SoilPhi=22.90 +SoilDilatancy=23.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=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, zandig +SoilColor=10944420 +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=6.40 +SoilPhi=24.20 +SoilDilatancy=25.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +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 0.000 7.400 0.000 + 2 5.290 7.390 0.000 + 3 10.050 7.450 0.000 + 4 15.290 7.480 0.000 + 5 21.180 7.740 0.000 + 6 33.000 11.450 0.000 + 7 35.000 12.420 0.000 + 8 41.400 12.540 0.000 + 9 45.240 11.100 0.000 + 10 49.160 9.350 0.000 + 11 53.280 7.970 0.000 + 12 56.070 7.820 0.000 + 13 65.060 7.600 0.000 + 14 70.200 7.500 0.000 + 15 135.000 7.040 0.000 + 16 0.000 5.030 0.000 + 17 41.400 6.040 0.000 + 18 135.000 6.040 0.000 + 19 0.000 4.530 0.000 + 20 41.400 5.540 0.000 + 21 135.000 5.540 0.000 + 22 0.000 4.030 0.000 + 23 41.400 5.040 0.000 + 24 135.000 5.040 0.000 + 25 0.000 -1.000 0.000 + 26 135.000 -1.000 0.000 + 27 0.000 11.400 0.000 + 28 33.200 11.400 0.000 + 29 34.000 10.400 0.000 + 30 41.300 10.400 0.000 + 31 55.100 7.500 0.000 + 32 135.000 7.500 0.000 + 33 0.000 10.500 0.000 + 34 15.000 10.250 0.000 + 35 57.000 8.140 0.000 + 36 135.000 7.600 0.000 +[END OF POINTS] + +[CURVES] + 29 - 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 + 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 + 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 + 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 + 25 26 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 +[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 + 2 - number of curves on boundary, next line(s) are curvenumbers + 19 20 + 2 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 17 18 + 3 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 15 16 + 4 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 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 + 5 - number of curves on PlLine, next line(s) are curvenumbers + 22 23 24 25 26 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 27 28 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 + zand (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 + klei (1) + 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 (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 (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] +Grebbedijk Deltawet traject dp 38 - 49 +dp43 verbeterd profiel + +[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] + 100 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 +[degree earth quake] + 100 100 100 100 +[CIRCLES] + 58.105 72.936 10 X-direction + 12.932 15.102 5 Y-direction + 7.400 3.400 8 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] + 1 = number of items +[STRESS CURVE] +1 13.00 -2.50 0.00 +0 +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] + 3 +[LIFT SLIP DATA] + 48.792 68.971 10 X-direction Left + 13.274 16.312 5 Y-direction Left + 68.004 77.028 3 X-direction Right + 7.518 8.640 3 Y-direction Right + 3.000 7.000 8 Y-direction tangent lines + 0 Automatic grid calculation (1) +[MULTIPLE LIFT TANGENTS] + 8 Number of tangentlines + 3.000 + 3.571 + 4.143 + 4.714 + 5.286 + 5.857 + 6.429 + 7.000 +[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] + 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 + 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: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/live.FEWS.InputFile.xml =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/live.FEWS.InputFile.xml (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/live.FEWS.InputFile.xml (revision 1551) @@ -0,0 +1,297 @@ + + + + 0.0 + +
+ instantaneous + Sensor 1 bws + Waterlevel + + + + -999.0 + Sensor 1 bws + m +
+ + + + + + + +
+ instantaneous + Sensor 2 p31,5 fr kr + Waterpressure + + + + -999.0 + Sensor 2 p31,5 fr kr + m +
+ + + + + + + +
+ instantaneous + Sensor 3 p31,5 fr bita + Waterpressure + + + + -999.0 + Sensor 3 p31,5 fr bita + m +
+ + + + + + + +
+ instantaneous + Sensor 4 p31,5 fr bite + Waterpressure + + + + -999.0 + Sensor 4 p31,5 fr bite + m +
+ + + + + + + +
+ instantaneous + Sensor 5 p31,5 wv kr + Waterpressure + + + + -999.0 + Sensor 5 p31,5 wv kr + m +
+ + + + + + + +
+ instantaneous + Sensor 6 p31,5 wv bite + Waterpressure + + + + -999.0 + Sensor 6 p31,5 wv bite + m +
+ + + + + + + +
+ instantaneous + Sensor 7 p31,5 wv al + Waterpressure + + + + -999.0 + Sensor 7 p31,5 wv al + m +
+ + + + + + + +
+ instantaneous + Sensor 8 p34,0 fr bita + Waterpressure + + + + -999.0 + Sensor 8 p34,0 fr bita + m +
+ + + + + + + +
+ instantaneous + Sensor 9 p34,0 fr bite + Waterpressure + + + + -999.0 + Sensor 9 p34,0 fr bite + m +
+ + + + + + + +
+ instantaneous + Sensor 10 p34,0 wv bite + Waterpressure + + + + -999.0 + Sensor 10 p34,0 wv bite + m +
+ + + + + + + +
+ instantaneous + Sensor 11 p37,0 fr bite + Waterpressure + + + + -999.0 + Sensor 11 p37,0 fr bite + m +
+ + + + + + + +
+ instantaneous + Sensor 12 p37,0 pp + Waterpressure + + + + -999.0 + Sensor 12 p37,0 pp + m +
+ + + + + + + +
+ instantaneous + Sensor 13 p37,0 wv bute + Waterpressure + + + + -999.0 + Sensor 13 p37,0 wv bute + m +
+ + + + + + + +
+ instantaneous + Sensor 14 p37,0 wv kr + Waterpressure + + + + -999.0 + Sensor 14 p37,0 wv kr + m +
+ + + + + + + +
+ instantaneous + Sensor 15 p37,0 wv bite + Waterpressure + + + + -999.0 + Sensor 15 p37,0 wv bite + m +
+ + + + + + + + Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/output0.soilmaterials.mdb =================================================================== diff -u Binary files differ Index: DamClients/DamLive/trunk/src/Deltares.DamLive.TestHelper/Deltares.DamLive.TestHelper.csproj =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.TestHelper/Deltares.DamLive.TestHelper.csproj (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.TestHelper/Deltares.DamLive.TestHelper.csproj (revision 1551) @@ -0,0 +1,60 @@ + + + + + Debug + AnyCPU + {E91EA5AE-2C11-4C02-B5B0-D83ACA3FB3E3} + Library + Properties + Deltares.DamLive.TestHelper + Deltares.DamLive.TestHelper + v4.5 + 512 + + + true + ..\bin\Debug\ + DEBUG;TRACE + full + x86 + prompt + MinimumRecommendedRules.ruleset + + + ..\bin\Release\ + TRACE + true + pdbonly + x86 + prompt + MinimumRecommendedRules.ruleset + + + + + + + + + + + + + + + + + + Copying.GPL.licenseheader + + + + + \ No newline at end of file Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/output.Geometries/1C-31,5-bishop-binnen.sti =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/output.Geometries/1C-31,5-bishop-binnen.sti (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/output.Geometries/1C-31,5-bishop-binnen.sti (revision 1551) @@ -0,0 +1,1622 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-8-2012 +TIME : 14:26:08 +FILENAME : D:\LiveDijkXL\werkmap\1C-31,5-bishop-binnen.sti +CREATED BY : D-Geo Stability version 10.1.1.4 +========================== 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] +Dijkklei +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=15.90 +SoilRestSlope=1 +SoilCohesion=6.70 +SoilPhi=14.60 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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, zandig +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=12.70 +SoilGamWet=15.00 +SoilRestSlope=1 +SoilCohesion=0.70 +SoilPhi=20.80 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Oude zeeklei +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.10 +SoilGamWet=15.90 +SoilRestSlope=1 +SoilCohesion=3.30 +SoilPhi=14.60 +SoilDilatancy=18.00 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Humeuze klei +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=5.90 +SoilGamWet=12.30 +SoilRestSlope=1 +SoilCohesion=0.70 +SoilPhi=12.50 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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 +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=3.60 +SoilGamWet=10.50 +SoilRestSlope=1 +SoilCohesion=1.70 +SoilPhi=12.50 +SoilDilatancy=13.00 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=16.40 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=22.90 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Dijkzand +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.50 +SoilGamWet=17.30 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=27.10 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Bekledingsklei +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=15.90 +SoilRestSlope=1 +SoilCohesion=3.30 +SoilPhi=14.60 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=16.40 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=22.90 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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 - + 1 200.000 -1.330 0.000 + 2 0.000 -1.330 0.000 + 3 0.000 5.950 0.000 + 4 200.000 -0.060 0.000 + 5 157.260 -0.060 0.000 + 6 156.323 -0.470 0.000 + 7 154.039 -1.470 0.000 + 8 153.240 -1.820 0.000 + 9 150.000 -1.810 0.000 + 10 149.564 -1.470 0.000 + 11 148.282 -0.470 0.000 + 12 148.000 -0.250 0.000 + 13 139.000 -0.060 0.000 + 14 129.500 0.060 0.000 + 15 124.500 0.150 0.000 + 16 123.300 0.130 0.000 + 17 121.100 0.360 0.000 + 18 118.700 0.930 0.000 + 19 117.500 1.390 0.000 + 20 115.400 2.070 0.000 + 21 113.600 2.280 0.000 + 22 112.400 2.270 0.000 + 23 109.000 2.330 0.000 + 24 108.000 2.400 0.000 + 25 106.900 2.610 0.000 + 26 104.000 3.730 0.000 + 27 100.800 5.040 0.000 + 28 97.100 6.550 0.000 + 29 95.500 7.080 0.000 + 30 93.400 7.790 0.000 + 31 91.000 8.310 0.000 + 32 90.000 8.370 0.000 + 33 89.000 8.320 0.000 + 34 86.500 7.620 0.000 + 35 85.200 7.170 0.000 + 36 82.500 6.190 0.000 + 37 80.600 5.950 0.000 + 38 78.500 5.880 0.000 + 39 75.300 5.330 0.000 + 40 72.600 4.950 0.000 + 41 70.100 4.420 0.000 + 42 67.400 4.020 0.000 + 43 65.700 3.890 0.000 + 44 58.200 1.930 0.000 + 45 50.500 -0.130 0.000 + 46 45.000 -0.250 0.000 + 47 0.000 -0.250 0.000 + 48 200.000 -0.470 0.000 + 49 200.000 -1.470 0.000 + 50 118.720 0.130 0.000 + 51 113.210 1.310 0.000 + 52 105.240 1.480 0.000 + 53 101.840 2.870 0.000 + 54 92.050 6.860 0.000 + 55 90.090 7.130 0.000 + 56 84.180 5.410 0.000 + 57 77.850 4.880 0.000 + 58 67.420 2.840 0.000 + 59 56.780 0.090 0.000 + 60 0.000 -0.470 0.000 + 61 0.000 -1.470 0.000 + 62 200.000 -2.270 0.000 + 63 0.000 -2.270 0.000 + 64 200.000 -3.670 0.000 + 65 0.000 -3.670 0.000 + 66 200.000 -6.570 0.000 + 67 0.000 -6.570 0.000 + 68 200.000 -6.770 0.000 + 69 0.000 -6.770 0.000 + 70 200.000 -7.070 0.000 + 71 0.000 -7.070 0.000 + 72 200.000 -11.000 0.000 + 73 0.000 -11.000 0.000 + 74 200.000 -1.330 0.000 + 75 148.790 -1.330 0.000 + 76 123.300 0.130 0.000 + 77 120.990 0.329 0.000 + 78 107.343 2.436 0.000 + 79 93.400 5.500 0.000 + 80 86.500 5.500 0.000 + 81 81.110 6.000 0.000 + 82 0.000 6.000 0.000 + 83 200.000 0.030 0.000 + 84 0.000 0.030 0.000 + 85 200.000 0.040 0.000 + 86 0.000 0.040 0.000 +[END OF POINTS] + +[CURVES] + 75 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 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 13 + 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 + 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 + 22 21 + 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 + 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 + 32 31 + 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 + 35 34 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 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 + 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 + 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 + 6 48 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 49 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 16 + 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 + 52 51 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 52 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 54 + 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 + 59 58 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 59 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 50 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 11 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 10 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 62 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 64 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 66 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 69 68 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 71 70 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 73 72 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 75 74 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 76 75 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 77 76 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 78 77 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 79 78 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 80 79 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 81 80 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 82 81 + 74 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 84 83 + 75 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 86 85 +[END OF CURVES] + +[BOUNDARIES] + 13 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 65 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 64 + 2 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 63 + 3 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 62 + 4 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 61 + 5 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 60 + 6 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 59 6 5 4 45 + 7 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 58 7 6 5 4 45 + 8 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 43 42 56 57 46 12 11 10 9 8 + 7 6 5 4 45 + 9 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 43 42 56 55 54 53 52 51 50 49 + 48 47 46 12 11 10 9 8 7 6 + 5 4 45 + 10 - Boundary number + 41 - number of curves on boundary, next line(s) are curvenumbers + 43 42 41 40 39 38 37 36 35 34 + 33 32 31 30 29 28 27 26 25 24 + 23 22 21 20 19 18 17 16 15 14 + 13 12 11 10 9 8 7 6 5 4 + 45 + 11 - Boundary number + 42 - number of curves on boundary, next line(s) are curvenumbers + 43 42 41 40 39 38 37 36 35 34 + 33 32 31 30 29 28 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 44 + 12 - Boundary number + 43 - number of curves on boundary, next line(s) are curvenumbers + 43 42 41 40 39 38 37 36 35 34 + 33 32 31 30 29 28 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 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 13 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 13 - 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 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 13 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 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 + 73 72 71 70 69 68 67 66 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 74 + 3 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 75 +[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] + 12 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand + 2 - 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 + Oude zeeklei + 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 + Veen + 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 + Oude zeeklei + 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 + Humeuze 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 + Oude zeeklei + 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 + Klei, zandig + 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 + Dijkklei + 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 + Dijkzand + 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 + Bekledingsklei + 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, zandig + 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 + Dijkklei + 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 +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Groninger zeedijk dijkvak 1C +toetsing macrostabiliteit binnenwaarts + +[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] + 12 Number of layers + 12 100 + 11 100 100 + 10 100 100 100 + 9 100 100 100 100 + 8 100 100 100 100 100 + 7 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 100 100 100 100 100 + 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 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 +[CIRCLES] + 97.097 114.986 10 X-direction + 11.064 23.960 10 Y-direction + -0.141 -6.141 10 Tangent lines + 200.000 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] + 0.50 [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] + 9 +[LIFT SLIP DATA] + 200.000 200.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 200.000 200.000 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 + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 12 - 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 + 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 + 0.00 = 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] + 200.00 = X co-ordinate indicating start of zone [m] + 200.00 = 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 + 200.00 = Left side minimum road [m] + 200.00 = 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: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/packages.config =================================================================== diff -u -r1549 -r1551 --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/packages.config (.../packages.config) (revision 1549) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/packages.config (.../packages.config) (revision 1551) @@ -1,4 +1,26 @@  + \ No newline at end of file Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/1aoutput_dam.xml =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/1aoutput_dam.xml (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/1aoutput_dam.xml (revision 1551) @@ -0,0 +1,26 @@ + + + + 0 + \ No newline at end of file Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/input.damx =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/input.damx (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/input.damx (revision 1551) @@ -0,0 +1,599 @@ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ No newline at end of file Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/DamLiveUsingCompleteDataSetTest.cs =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/DamLiveUsingCompleteDataSetTest.cs (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/DamLiveUsingCompleteDataSetTest.cs (revision 1551) @@ -0,0 +1,202 @@ +// Copyright (C) Stichting Deltares 2018. All rights reserved. +// +// This file is part of the application DAM - Live. +// +// DAM - UI is free software: you can redistribute it and/or modify +// it under the terms of the GNU General Public License as published by +// the Free Software Foundation, either version 3 of the License, or +// (at your option) any later version. +// +// This program is distributed in the hope that it will be useful, +// but WITHOUT ANY WARRANTY; without even the implied warranty of +// MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the +// GNU General Public License for more details. +// +// You should have received a copy of the GNU General Public License +// along with this program. If not, see . +// +// All names, logos, and references to "Deltares" are registered trademarks of +// Stichting Deltares and remain full property of Stichting Deltares at all times. +// All rights reserved. + +using System; +using System.Collections.Generic; +using System.IO; +using System.Linq; +using Deltares.Dam.Data; +using Deltares.Dam.Application.Live; +using Deltares.DamLive.TestHelper; +using Deltares.Standard.IO; + +namespace Deltares.DamLive.Tests +{ + using NUnit.Framework; + + [TestFixture] + [Category("Integration")] + [Category("Slow")] //takes 3 minutes + [Ignore("Hangs because of a bug in D-GeoStability (MWDAM-1000, MST-1049)")] + public class DamLiveUsingCompleteDataSetTest + { + #region Test Setup + + const string TestWorkingFolder = "DamLiveUsingCompleteDataSetTest"; + private const string TestDataFolder = @"TestData\DamLive\Set3"; + private List locations; + + private string inputFile; + private string outputFile; + private string projectFile; + private string parameterFile; + + private TestModelRunner runner; + + [TestFixtureSetUp] + public void SetupFixture() + { + IoHelper.RemoveTestWorkingDirectory(TestWorkingFolder); // to be sure no test directory exist from previous tests + Directory.CreateDirectory(TestWorkingFolder); + } + + [TestFixtureTearDown] + public void TearDownFixture() + { + //IOHelper.RemoveTestWorkingDirectory(TestWorkingFolder); + } + + [TearDown] + public void TearDownTest() + { + AssertNoErrors(); + } + + [SetUp] + public void SetupTest() + { + // create a random unique test directory name in the + // test working folder + var actualTestPath = Guid.NewGuid().ToString().Replace("-", ""); + actualTestPath = Path.Combine(TestWorkingFolder, actualTestPath); + Directory.CreateDirectory(actualTestPath); + + DirectoryHelper.CopyRecursive(actualTestPath, TestDataFolder); + + //inputFile = Path.Combine(actualTestPath, "live.FEWS.InputFile.1Step.xml"); + inputFile = Path.Combine(actualTestPath, "live.FEWS.InputFile.xml"); + outputFile = Path.Combine(actualTestPath, "live.FEWS.OutputFile.xml"); + parameterFile = Path.Combine(actualTestPath, "live.ParametersFile.xml"); + projectFile = Path.Combine(actualTestPath, "output.damx"); + + var damData = DamProject.LoadData(projectFile); + locations = damData.Locations; + + // Load the sensor time serie data (see input file for details) + var inputTimeSeries = TimeSerieCollection.LoadFromFile(inputFile); + + runner = new TestModelRunner + { + DamXFile = new FileInfo(projectFile), + ParametersFile = new FileInfo(parameterFile), + FewsInputFile = new FileInfo(inputFile), + FewsOutputFile = new FileInfo(outputFile), + + RunnerDelegate = new SensorModelRunner(), + InputTimeSeriesCollection = inputTimeSeries + }; + } + + #endregion + + #region Helper methods + + /// + /// Asserts that there are no errors in the runner + /// + private void AssertNoErrors() + { + if (runner.HasErrors) + { + Assert.Fail("The test failed. See the error log in the test output console for more info"); + } + } + + #endregion + + + /// + /// This test calls the runner's Run method. + /// This test is an integration test. + /// + /// Required files are: + /// - the DAMX file which contains the dike models + /// - FEWS input file containing the water level time series for the locations + /// or monitoring points + /// - FEWS output file containing the time series results for each node + /// (location/monitoring point) + /// + /// See setup method + /// + [Test, Ignore("Under construction")] + public void Run_UsingTestFiles_HasExpectedResultsInOutputFile() + { + runner.Initialize(); + runner.CreateAndSetWorkingDirectories(); + runner.DeleteFormerProjectFiles(); + + Assert.IsNotNull(runner); + Assert.IsNotNull(runner.ProjectData); + Assert.IsNotNull(runner.RunnerDelegate); + Assert.IsNotNull(runner.CalculationParameters); + Assert.IsNotNull(runner.CalculationParameters.CalculationModules); + Assert.IsNotNull(runner.CalculationParameters.MStabParameters); + + runner.Process(); + runner.WriteResultsToFile(outputFile); + + AssertNoErrors(); + + // Assertions + + var series = runner.OutputTimeSeriesCollection.Series; + + int seriesCount = 0; + + var validParameterIDs = Enum.GetNames(typeof (TimeSerieParameters)); + foreach (var timeSeries in series) + { + Assert.IsTrue(validParameterIDs.Any(n => n == timeSeries.ParameterId)); + Assert.IsTrue(locations.Any(l => l.Name == timeSeries.LocationId)); + + if (timeSeries.LocationId == "1C_31_5_bishop_binnen") + { + var firstEntry = timeSeries.Entries.First(); + Assert.AreEqual(1.226, firstEntry.Value , "The computed safety factory is not correct"); + var lastEntry = timeSeries.Entries.Last(); + Assert.AreEqual(0.800, lastEntry.Value, "The computed safety factory is not correct"); + + } + + if (timeSeries.LocationId == "1D_34_bishop_binnen") + { + var firstEntry = timeSeries.Entries.First(); + Assert.AreEqual(1.319, firstEntry.Value, "The computed safety factory is not correct"); + var lastEntry = timeSeries.Entries.Last(); + Assert.AreEqual(0.864, lastEntry.Value, "The computed safety factory is not correct"); + } + + if (timeSeries.LocationId == "2A_37_bishop_binnen") + { + var firstEntry = timeSeries.Entries.First(); + Assert.AreEqual(1.318, firstEntry.Value, "The computed safety factory is not correct"); + var lastEntry = timeSeries.Entries.Last(); + Assert.AreEqual(0.891, lastEntry.Value, "The computed safety factory is not correct"); + + } + + seriesCount++; + } + + Assert.AreEqual(locations.Count, seriesCount, "Number of output time series not equal to number of locations"); + } + } +} Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set1/Deltares.Dam.Application.Live.Tests.OutputFile.xml =================================================================== diff -u -r1549 -r1551 --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set1/Deltares.Dam.Application.Live.Tests.OutputFile.xml (.../Deltares.Dam.Application.Live.Tests.OutputFile.xml) (revision 1549) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set1/Deltares.Dam.Application.Live.Tests.OutputFile.xml (.../Deltares.Dam.Application.Live.Tests.OutputFile.xml) (revision 1551) @@ -1,4 +1,26 @@ + 0 \ No newline at end of file Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/DamLiveIntegrationTest.cs =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/DamLiveIntegrationTest.cs (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/DamLiveIntegrationTest.cs (revision 1551) @@ -0,0 +1,425 @@ +// Copyright (C) Stichting Deltares 2018. All rights reserved. +// +// This file is part of the application DAM - Live. +// +// DAM - UI is free software: you can redistribute it and/or modify +// it under the terms of the GNU General Public License as published by +// the Free Software Foundation, either version 3 of the License, or +// (at your option) any later version. +// +// This program is distributed in the hope that it will be useful, +// but WITHOUT ANY WARRANTY; without even the implied warranty of +// MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the +// GNU General Public License for more details. +// +// You should have received a copy of the GNU General Public License +// along with this program. If not, see . +// +// All names, logos, and references to "Deltares" are registered trademarks of +// Stichting Deltares and remain full property of Stichting Deltares at all times. +// All rights reserved. + +using System; +using System.Collections.Generic; +using System.IO; +using System.Linq; +using Deltares.Dam.Application.Live; +using Deltares.Dam.Data; +using Deltares.Dam.Data.Sensors; +using Deltares.DamLive.TestHelper; +using Deltares.Standard.IO; +using NUnit.Framework; + +namespace Deltares.DamLive.Tests +{ + [TestFixture] + [Category("Integration")] + public class DamLiveIntegrationTest + { + #region Test Setup + + const string TestWorkingFolder = "LiveDikeIntegrationTestWorkingFolder"; + private const string TestDataFolder = @"TestData\DamLive\Set2"; + private List locations; + + private string inputFile; + private string outputFile; + private string projectFile; + private string parameterFile; + private ModelRunner runner; + private DamProjectData damProjectData; + + [TestFixtureSetUp] + public void SetupFixture() + { + IoHelper.RemoveTestWorkingDirectory(TestWorkingFolder); // to be sure no test directory exist from previous tests + Directory.CreateDirectory(TestWorkingFolder); + } + + [TestFixtureTearDown] + public void TearDownFixture() + { + IoHelper.RemoveTestWorkingDirectory(TestWorkingFolder); + } + + [TearDown] + public void TearDownTest() + { + damProjectData.Dispose(); + AssertNoErrors(); + } + + [SetUp] + public void SetupTest() + { + // create a random unique test directory name in the + // test working folder + var actualTestPath = Guid.NewGuid().ToString().Replace("-", ""); + actualTestPath = Path.Combine(TestWorkingFolder, actualTestPath); + Directory.CreateDirectory(actualTestPath); + + DirectoryHelper.CopyRecursive(actualTestPath, TestDataFolder); + + inputFile = Path.Combine(actualTestPath, "live.FEWS.InputFile.1Step.xml"); + outputFile = Path.Combine(actualTestPath, "live.FEWS.OutputFile.xml"); + parameterFile = Path.Combine(actualTestPath, "live.Parameters.xml"); + projectFile = Path.Combine(actualTestPath, "output.damx"); + var soilDatabasFile = Path.Combine(actualTestPath, "output0.soilmaterials.mdb"); + + damProjectData = DamProject.LoadData(projectFile); + locations = damProjectData.Locations; + + #region Sensor data setup + + var sensor1 = new Sensor + { + ID = 1, + Name = "Sensor 1 bws", + RelativeLocation = 50, + Depth = -0.25, + //1 255364,05597700000 598646,53034800000 + XRd = 255364.05597700000, + YRd = 598646.53034800000, + PLLineMappings = new[] {PLLineType.PL1}, + Type = SensorType.WaterLevel + }; + + var sensor2 = new Sensor + { + ID = 2, + Name = "Sensor 2 p31,5 fr kr", + RelativeLocation = 90, + Depth = -1.4, + //2 255314,98052600000 598610,92683800000 + XRd = 255314.98052600000, + YRd = 598610.92683800000, + PLLineMappings = new[] { PLLineType.PL1 } + }; + + var sensor3 = new Sensor + { + ID = 3, + Name = "Sensor 3 p31,5 fr bita", + RelativeLocation = 104, + Depth = -1.4, + //3 255297,41641600000 598607,82723500000 + XRd = 255297.41641600000, + YRd = 598607.82723500000, + PLLineMappings = new[] { PLLineType.PL1 } + }; + + var sensor4 = new Sensor + { + ID = 4, + Name = "Sensor 4 p31,5 fr bite", + RelativeLocation = 123.3, + Depth = -1.4, + //4 255281,75318400000 598605,06308600000 + XRd = 255281.75318400000, + YRd = 598605.06308600000, + PLLineMappings = new[] { PLLineType.PL1 } + }; + + var sensor5 = new Sensor + { + ID = 5, + Name = "Sensor 5 p31,5 wv kr", + RelativeLocation = 90, + Depth = -8, + //5 255315,30724200000 598609,45483400000 + XRd = 255315.30724200000, + YRd = 598609.45483400000, + PLLineMappings = new[] { PLLineType.PL3, PLLineType.PL4 } + }; + + var sensor6 = new Sensor + { + ID = 6, + Name = "Sensor 6 p31,5 wv bite", + RelativeLocation = 123.3, + Depth = -8, + //6 255282,10125300000 598603,60443900000 + XRd = 255282.10125300000, + YRd = 598603.60443900000, + PLLineMappings = new[] { PLLineType.PL3, PLLineType.PL4 } + }; + + var sensor7 = new Sensor + { + ID = 7, + Name = "Sensor 7 p31,5 wv al", + RelativeLocation = 180, + Depth = -8, + //7 255258,88456900000 598601,02737800000 + YRd = 255258.88456900000, + XRd = 598601.02737800000, + PLLineMappings = new[] { PLLineType.PL3, PLLineType.PL4 } + }; + + var sensor8 = new Sensor + { + ID = 8, + Name = "Sensor 8 p34,0 fr bita", + RelativeLocation = 111.6, + Depth = -1.4, + //8 254903,30399000000 600985,77819300000 + YRd = 254903.30399000000, + XRd = 600985.77819300000, + PLLineMappings = new[] { PLLineType.PL1 } + }; + + var sensor9 = new Sensor + { + ID = 9, + Name = "Sensor 9 p34,0 fr bite", + RelativeLocation = 133, + Depth = -1.4, + //9 254880,03131200000 600990,83641800000 + XRd = 254880.03131200000, + YRd = 600990.83641800000, + PLLineMappings = new[] { PLLineType.PL1 } + }; + + var sensor10 = new Sensor + { + ID = 10, + Name = "Sensor 10 p34,0 wv bite", + RelativeLocation = 150, + Depth = -11, + //10 254868,38462700000 600993,36777900000 + XRd = 254868.38462700000, + YRd = 600993.36777900000, + PLLineMappings = new[] { PLLineType.PL3, PLLineType.PL4 } + }; + + var sensor11 = new Sensor + { + ID = 11, + Name = "Sensor 11 p37,0 fr bite", + RelativeLocation = 90, + Depth = -1.4, + //11 253891,83608800000 603326,50840000000 + XRd = 253891.83608800000, + YRd = 603326.50840000000, + PLLineMappings = new[] { PLLineType.PL1 } + }; + + var sensor12 = new Sensor + { + ID = 12, + Name = "Sensor 12 p37,0 pp", + RelativeLocation = 106.9, + Depth = 0, + //12 253879,41142700000 603312,09339600000 + XRd = 253879.41142700000, + YRd = 603312.09339600000, + PLLineMappings = new[] { PLLineType.PL1 } + }; + + var sensor13 = new Sensor + { + ID = 13, + Name = "Sensor 13 p37,0 wv bute", + RelativeLocation = 10, + Depth = -14, + //13 253946,28533900000 603389,68003600000 + XRd = 253946.28533900000, + YRd = 603389.68003600000, + PLLineMappings = new[] { PLLineType.PL3, PLLineType.PL4, } + }; + + var sensor14 = new Sensor + { + ID = 14, + Name = "Sensor 14 p37,0 wv kr", + RelativeLocation = 73.3, + Depth = -14, + //14 253902,12906700000 603338,45024200000 + XRd = 253902.12906700000, + YRd = 603338.45024200000, + PLLineMappings = new[] { PLLineType.PL3, PLLineType.PL4, } + }; + + var sensor15 = new Sensor + { + ID = 15, + Name = "Sensor 15 p37,0 wv bite", + RelativeLocation = 102.3, + Depth = -14, + //15 253882,90332500000 603316,14467200000 + XRd = 253882.90332500000, + YRd = 603316.14467200000, + PLLineMappings = new[] { PLLineType.PL3, PLLineType.PL4, } + }; + + #endregion + + #region Sensor location coupling + + var location0 = locations[0]; + var repository = new SensorRepository(location0); + repository.Add(new[] { sensor1, sensor2, sensor3, sensor4, sensor5, sensor6, sensor7 }); + var sensorData = location0.SensorData; + sensorData.PL1WaterLevelAtRiver = DataSourceTypeSensors.Sensor; + sensorData.PL1PLLineOffsetBelowDikeTopAtRiver = DataSourceTypeSensors.Ignore; + sensorData.PL1PLLineOffsetBelowDikeTopAtPolder = DataSourceTypeSensors.Ignore; + sensorData.PL1PLLineOffsetBelowShoulderBaseInside = DataSourceTypeSensors.Ignore; + sensorData.PL1PLLineOffsetBelowDikeToeAtPolder = DataSourceTypeSensors.Ignore; + sensorData.PL1WaterLevelAtPolder = DataSourceTypeSensors.LocationData; + sensorData.PL3 = DataSourceTypeSensors.Sensor; + sensorData.PL4 = DataSourceTypeSensors.Sensor; + //location0.Name = "dwp 31,5"; + + var location1 = locations[1]; + repository = new SensorRepository(location1); + repository.Add(new[] { sensor1, sensor8, sensor9, sensor10 }); + sensorData = location1.SensorData; + sensorData.PL1WaterLevelAtRiver = DataSourceTypeSensors.Sensor; + sensorData.PL1PLLineOffsetBelowDikeTopAtRiver = DataSourceTypeSensors.LocationData; + sensorData.PL1PLLineOffsetBelowDikeTopAtPolder = DataSourceTypeSensors.Ignore; + sensorData.PL1PLLineOffsetBelowShoulderBaseInside = DataSourceTypeSensors.Ignore; + sensorData.PL1PLLineOffsetBelowDikeToeAtPolder = DataSourceTypeSensors.Ignore; + sensorData.PL1WaterLevelAtPolder = DataSourceTypeSensors.LocationData; + sensorData.PL3 = DataSourceTypeSensors.Sensor; + sensorData.PL4 = DataSourceTypeSensors.Sensor; + //location1.Name = "dwp 34,0"; + + var location2 = locations[2]; + repository = new SensorRepository(location2); + repository.Add(new[] { sensor1, sensor11, sensor12, sensor13, sensor14, sensor15 }); + sensorData = location2.SensorData; + sensorData.PL1WaterLevelAtRiver = DataSourceTypeSensors.Sensor; + sensorData.PL1PLLineOffsetBelowDikeTopAtRiver = DataSourceTypeSensors.LocationData; + sensorData.PL1PLLineOffsetBelowDikeTopAtPolder = DataSourceTypeSensors.Ignore; + sensorData.PL1PLLineOffsetBelowShoulderBaseInside = DataSourceTypeSensors.Ignore; + sensorData.PL1PLLineOffsetBelowDikeToeAtPolder = DataSourceTypeSensors.Ignore; + sensorData.PL1WaterLevelAtPolder = DataSourceTypeSensors.Sensor; + sensorData.PL3 = DataSourceTypeSensors.Sensor; + sensorData.PL4 = DataSourceTypeSensors.Sensor; + //location2.Name = "dwp 37,0"; + + #endregion + + // Load the sensor time serie data (see input file for details) + var inputTimeSeries = TimeSerieCollection.LoadFromFile(inputFile); + + runner = new TestModelRunner + { + WorkingPath = Path.ChangeExtension(projectFile, ".Calc"), + StabilityWorkingPath = "stability", + PipingWorkingPath = "piping", + WaterLevelOffset = 0, + CalculationParameters = new CalculationParameters + { + MStabParameters = new MStabParameters + { + Model = MStabModelType.Bishop, + ShearStrength = MStabShearStrength.CPhi, + IsProbabilistic = false, + SoilDatabaseName = Path.Combine(@".\", soilDatabasFile), + SearchMethod = MStabSearchMethod.Grid, + GridPosition = MStabGridPosition.Right, + CalculationOptions = new MStabCalculationOptions{ }, + }, + CalculationModules = new CalculationModules + { + Overtopping = false, + PipingBligh = false, + PipingIJkdijk = false, + PipingSellmeijer = false, + PipingSellmeijerProbabilistic = false, + Stability = true + } + }, + ProjectData = damProjectData, + RunnerDelegate = new SensorModelRunner(), + FewsOutputFile = new FileInfo(outputFile), + InputTimeSeriesCollection = inputTimeSeries + }; + } + + #endregion + + #region Helper methods + + /// + /// Asserts that there are no errors in the runner + /// + private void AssertNoErrors() + { + if (runner.HasErrors) + { + Assert.Fail("The test failed. See the error log in the test output console for more info"); + } + } + + #endregion + + + /// + /// This test calls the runner's Run method. + /// This test is an integration test. + /// + /// Required files are: + /// - the DAMX file which contains the dike models + /// - FEWS input file containing the water level time series for the locations + /// or monitoring points + /// - FEWS output file containing the time series results for each node + /// (location/monitoring point) + /// + /// See setup method + /// + [Test, Ignore("Under construction")] + public void Run_UsingTestFiles_HasExpectedResultsInOutputFile() + { + runner.Run(); + + AssertNoErrors(); + + const double expectedSafetyFactor = 1.226; + const double cTolerance = 0.0005; + + var series = runner.OutputTimeSeriesCollection.Series; + + int seriesCount = 0; + + var validParameterIDs = Enum.GetNames(typeof (TimeSerieParameters)); + foreach (var timeSeries in series) + { + Assert.IsTrue(validParameterIDs.Any(n => n == timeSeries.ParameterId)); + Assert.IsTrue(locations.Any(l => l.Name == timeSeries.LocationId)); + + if (timeSeries.LocationId == locations[0].Name) + { + var firstEntry = timeSeries.Entries.First(); + Assert.AreEqual(expectedSafetyFactor, firstEntry.Value, cTolerance, "The computed safety factory is not correct"); + } + + seriesCount++; + } + + Assert.AreEqual(locations.Count, seriesCount); + Assert.IsTrue(seriesCount > 0, "No output time series"); + } + } +} Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/output0.soilmaterials.mdb =================================================================== diff -u Binary files differ Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/output.Geometries/2A-37-bishop-binnen.sti =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/output.Geometries/2A-37-bishop-binnen.sti (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/output.Geometries/2A-37-bishop-binnen.sti (revision 1551) @@ -0,0 +1,1485 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 15-8-2012 +TIME : 11:23:00 +FILENAME : D:\LiveDijkXL\MStab2\werkmap\2A-37-bishop-binnen.sti +CREATED BY : D-Geo Stability version 10.1.1.4 +========================== 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] +Dijkzand +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.50 +SoilGamWet=17.30 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=27.10 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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 +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=3.60 +SoilGamWet=10.50 +SoilRestSlope=1 +SoilCohesion=1.70 +SoilPhi=12.50 +SoilDilatancy=12.00 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Oude zeeklei +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.10 +SoilGamWet=15.90 +SoilRestSlope=1 +SoilCohesion=3.30 +SoilPhi=14.60 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=16.40 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=22.90 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Bekledingsklei +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=15.90 +SoilRestSlope=1 +SoilCohesion=3.30 +SoilPhi=14.60 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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 zandig +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=12.70 +SoilGamWet=15.00 +SoilRestSlope=1 +SoilCohesion=0.70 +SoilPhi=20.80 +SoilDilatancy=23.00 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Humeuze klei +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=5.90 +SoilGamWet=12.30 +SoilRestSlope=1 +SoilCohesion=0.70 +SoilPhi=12.50 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=16.40 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=22.90 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] + 78 - Number of geometry points - + 1 220.000 -3.300 0.000 + 2 220.000 -1.330 0.000 + 3 60.000 -1.330 0.000 + 4 60.000 5.650 0.000 + 5 0.000 -0.250 0.000 + 6 220.000 0.700 0.000 + 7 120.000 0.690 0.000 + 8 110.000 0.760 0.000 + 9 108.900 0.700 0.000 + 10 107.800 -0.040 0.000 + 11 106.900 -0.270 0.000 + 12 105.500 0.480 0.000 + 13 103.400 0.860 0.000 + 14 0.000 5.310 0.000 + 15 23.123 -0.268 0.000 + 16 23.214 -0.250 0.000 + 17 28.719 0.838 0.000 + 18 102.300 1.070 0.000 + 19 100.000 1.870 0.000 + 20 98.000 2.120 0.000 + 21 90.000 2.550 0.000 + 22 85.000 4.520 0.000 + 23 81.000 6.370 0.000 + 24 77.200 7.700 0.000 + 25 75.300 8.240 0.000 + 26 74.400 8.420 0.000 + 27 73.300 8.450 0.000 + 28 72.000 8.060 0.000 + 29 67.300 6.330 0.000 + 30 66.300 6.040 0.000 + 31 64.700 5.760 0.000 + 32 60.100 5.310 0.000 + 33 46.519 5.110 0.000 + 34 45.838 4.926 0.000 + 35 0.000 4.580 0.000 + 36 99.890 1.060 0.000 + 37 96.430 1.260 0.000 + 38 88.790 1.590 0.000 + 39 76.960 6.620 0.000 + 40 74.590 7.280 0.000 + 41 73.350 7.310 0.000 + 42 68.560 5.660 0.000 + 43 64.960 5.070 0.000 + 44 36.193 2.316 0.000 + 45 0.000 0.830 0.000 + 46 220.000 -0.420 0.000 + 47 220.000 -2.020 0.000 + 48 0.000 -2.020 0.000 + 49 220.000 -3.220 0.000 + 50 0.000 -3.220 0.000 + 51 220.000 -4.520 0.000 + 52 0.000 -4.520 0.000 + 53 220.000 -5.520 0.000 + 54 0.000 -5.520 0.000 + 55 220.000 -6.220 0.000 + 56 0.000 -6.220 0.000 + 57 220.000 -7.920 0.000 + 58 0.000 -7.920 0.000 + 59 220.000 -8.720 0.000 + 60 0.000 -8.720 0.000 + 61 220.000 -9.220 0.000 + 62 0.000 -9.220 0.000 + 63 220.000 -13.320 0.000 + 64 0.000 -13.320 0.000 + 65 220.000 -17.000 0.000 + 66 0.000 -17.000 0.000 + 67 220.000 -0.690 0.000 + 68 114.400 -0.690 0.000 + 69 108.090 0.180 0.000 + 70 105.960 0.210 0.000 + 71 100.662 1.201 0.000 + 72 89.820 2.510 0.000 + 73 75.300 5.200 0.000 + 74 72.000 5.200 0.000 + 75 64.289 5.700 0.000 + 76 0.000 5.700 0.000 + 77 220.000 1.320 0.000 + 78 0.000 1.320 0.000 +[END OF POINTS] + +[CURVES] + 60 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 15 + 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 + 17 13 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 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 + 18 13 + 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 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 29 + 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 + 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 + 34 33 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 18 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 43 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 34 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 44 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 46 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 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 + 52 51 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 55 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 57 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 59 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 61 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 63 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 65 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 67 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 69 68 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 69 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 71 70 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 72 71 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 73 72 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 74 73 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 75 74 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 76 75 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 78 77 +[END OF CURVES] + +[BOUNDARIES] + 14 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 50 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 49 + 2 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 48 + 3 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 47 + 4 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 46 + 5 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 45 + 6 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 44 + 7 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 43 + 8 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 42 + 9 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 41 + 10 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 1 40 + 11 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 1 11 10 9 8 7 6 5 4 3 + 2 + 12 - Boundary number + 22 - number of curves on boundary, next line(s) are curvenumbers + 1 11 10 39 38 37 36 35 34 33 + 32 31 30 29 12 8 7 6 5 4 + 3 2 + 13 - Boundary number + 29 - number of curves on boundary, next line(s) are curvenumbers + 1 11 10 39 38 28 27 26 25 24 + 23 22 21 20 19 18 17 16 15 14 + 13 12 8 7 6 5 4 3 2 +[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 + 9 - number of curves on PlLine, next line(s) are curvenumbers + 59 58 57 56 55 54 53 52 51 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 60 +[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_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 + Humeuze 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 + 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 + Humeuze 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 + 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 + Klei zandig + 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 + Oude zeeklei + 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 + Humeuze klei + 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 + Oude zeeklei + 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 + Zand + 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 zandig + 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 + 12 - Layer number, next line is material of layer + Dijkzand + 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 + Bekledingsklei + 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] +Groninger zeedijk dijkvak 2A +toetsing macrostabiliteit binnenwaarts + +[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] + 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] + 81.596 100.350 10 X-direction + 8.483 23.514 10 Y-direction + 0.640 -5.360 10 Tangent lines + 220.000 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] + 0.50 [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] + 7 +[LIFT SLIP DATA] + 220.000 220.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 220.000 220.000 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 + 0.00 = 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 + 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 + 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 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = 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] + 220.00 = X co-ordinate indicating start of zone [m] + 220.00 = 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 + 220.00 = Left side minimum road [m] + 220.00 = 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] +[MODEL SPECIAL] +IsAlternativeStrength=0 +[END OF MODEL SPECIAL] +[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: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/output.damx =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/output.damx (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/output.damx (revision 1551) @@ -0,0 +1,1947 @@ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 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+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ No newline at end of file Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/3ainput_dam_ksl.xml =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/3ainput_dam_ksl.xml (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/3ainput_dam_ksl.xml (revision 1551) @@ -0,0 +1,890 @@ + + + + 0.0 + +
+ instantaneous + Sensor 0 bws + Waterlevel + + + + -9999.0 + Grebbedijk 3a + m +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ instantaneous + Sensor 12 BP-E-2 + Waterpressure + + + + -9999.0 + Sensor 12 BP-E-2 + m +
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+ instantaneous + Sensor 11 BP-E-1 + Waterpressure + + + + -9999.0 + Sensor 11 BP-E-1 + m +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ instantaneous + Sensor 16 BP-F-4 + Waterpressure + + + + -9999.0 + Sensor 16 BP-F-4 + m +
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+ instantaneous + Sensor 15 BP-F-3 + Waterpressure + + + + -9999.0 + Sensor 15 BP-F-3 + m +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ instantaneous + Sensor 18 BP-G-2 + Waterpressure + + + + -9999.0 + Sensor 18 BP-G-2 + m +
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+ instantaneous + Sensor 17 BP-G-1 + Waterpressure + + + + -9999.0 + Sensor 17 BP-G-1 + m +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ instantaneous + Sensor 20 BP-H-2 + Waterpressure + + + + -9999.0 + Sensor 20 BP-H-2 + m +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ instantaneous + Sensor 19 BP-H-1 + Waterpressure + + + + -9999.0 + Sensor 19 BP-H-1 + m +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Index: DamClients/DamLive/trunk/src/Deltares.DamLive.TestHelper/Properties/AssemblyInfo.cs =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.TestHelper/Properties/AssemblyInfo.cs (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.TestHelper/Properties/AssemblyInfo.cs (revision 1551) @@ -0,0 +1,27 @@ +// Copyright (C) Stichting Deltares 2018. All rights reserved. +// +// This file is part of the application DAM - Live. +// +// DAM - UI is free software: you can redistribute it and/or modify +// it under the terms of the GNU General Public License as published by +// the Free Software Foundation, either version 3 of the License, or +// (at your option) any later version. +// +// This program is distributed in the hope that it will be useful, +// but WITHOUT ANY WARRANTY; without even the implied warranty of +// MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the +// GNU General Public License for more details. +// +// You should have received a copy of the GNU General Public License +// along with this program. If not, see . +// +// All names, logos, and references to "Deltares" are registered trademarks of +// Stichting Deltares and remain full property of Stichting Deltares at all times. +// All rights reserved. + +using System.Reflection; +using System.Runtime.InteropServices; +[assembly: AssemblyTitle("Deltares.DamLive.TestHelper")] +[assembly: AssemblyDescription("")] +[assembly: ComVisible(false)] +[assembly: Guid("e91ea5ae-2c11-4c02-b5b0-d83aca3fb3e3")] Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/3ainput_dam.xml =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/3ainput_dam.xml (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/3ainput_dam.xml (revision 1551) @@ -0,0 +1,1647 @@ + + + + 0.0 + +
+ instantaneous + Sensor 0 bws + Waterlevel + + + + -9999.0 + Grebbe + m +
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+ instantaneous + Sensor 11 BP-E-1 + Waterpressure + + + + -9999.0 + Sensor 11 BP-E-1 + m +
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Measurements and calculations\MStab-Wichman\voor John van Es\update febr 2012\grebbedijk3a.sti +CREATED BY : MStab version 9.10.8.6 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1000 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +MStab=1002 +[END OF VERSION] + +[SOIL COLLECTION] + 15 = number of items +[SOIL] +Soft Clay +SoilColor=16575398 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.00 +SoilGamWet=14.00 +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 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Medium Clay +SoilColor=11141025 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +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 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Stiff Clay +SoilColor=2763429 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=19.00 +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 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Peat +SoilColor=7077877 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=12.00 +SoilGamWet=12.00 +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 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Loose Sand +SoilColor=42495 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +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 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Dense Sand +SoilColor=15728396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=21.00 +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 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Sand +SoilColor=851951 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +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 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Gravel +SoilColor=5244889 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +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 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Loam +SoilColor=13407356 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=20.00 +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 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Muck +SoilColor=4163021 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +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 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Undetermined +SoilColor=16777215 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamWet=0.02 +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 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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 +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=7.40 +SoilPhi=22.90 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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, zandig +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=6.40 +SoilPhi=24.20 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.50 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.30 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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, veenhoudend +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.10 +SoilPhi=19.60 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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 + +[POINTS] + 47 - Number of geometry points - + 1 0.000 7.600 0.000 + 2 59.000 7.600 0.000 + 3 60.600 6.000 0.000 + 4 72.400 6.000 0.000 + 5 74.000 7.648 0.000 + 6 78.300 7.650 0.000 + 7 83.690 7.780 0.000 + 8 88.870 8.060 0.000 + 9 91.770 8.580 0.000 + 10 95.050 9.560 0.000 + 11 98.160 10.670 0.000 + 12 101.210 11.660 0.000 + 13 103.000 12.630 0.000 + 14 105.800 12.710 0.000 + 15 108.590 12.670 0.000 + 16 110.580 11.870 0.000 + 17 113.600 10.600 0.000 + 18 117.780 8.940 0.000 + 19 120.090 8.510 0.000 + 20 121.790 8.300 0.000 + 21 125.270 8.300 0.000 + 22 125.798 8.300 0.000 + 23 128.301 5.500 0.000 + 24 129.364 4.500 0.000 + 25 152.900 4.500 0.000 + 26 154.000 5.500 0.000 + 27 157.190 8.823 0.000 + 28 198.000 8.600 0.000 + 29 0.000 5.600 0.000 + 30 89.296 5.600 0.000 + 31 121.756 5.500 0.000 + 32 198.000 5.500 0.000 + 33 0.000 -24.400 0.000 + 34 198.000 -24.400 0.000 + 35 0.000 11.650 0.000 + 36 101.155 11.650 0.000 + 37 103.000 10.600 0.000 + 38 108.600 10.600 0.000 + 39 120.174 8.511 0.000 + 40 125.354 8.000 0.000 + 41 125.800 8.000 0.000 + 42 126.375 8.000 0.000 + 43 198.000 8.000 0.000 + 44 0.000 11.600 0.000 + 45 88.500 10.720 0.000 + 46 120.218 9.010 0.000 + 47 198.000 8.000 0.000 + +[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 + 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 + 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 + 8 19 + 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 23 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 32 + 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 + 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 + 35 44 + 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 + +[BOUNDARIES] + 5 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 33 + 1 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 29 30 31 23 24 25 32 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 29 30 31 23 24 25 26 27 + 3 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 28 19 20 + 21 22 23 24 25 26 27 + 4 - Boundary number + 27 - 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 24 25 26 27 + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 5 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + +[STDV BOUNDARIES] + 5 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + +[DISTRIBUTION BOUNDARIES] + 5 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + +[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 + 4 - number of curves on PlLine, next line(s) are curvenumbers + 42 43 44 45 + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as 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 - + +[LAYERS] + 4 - Number of layers - + 1 - Layer number, next line is material of layer + 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 + Klei, zandig + 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, zandig + 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 + 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 + +[LAYERLOADS] + - Layers which are loads - + + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Waterschap Vallei & Eem +Derde veiligheidstoetsing Grebbedijk +Dp 6.22 +[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 +[FORBIDDEN LINES] + 1 - Forbidden lines + 1 + 118.00 8.00 - X1 Y1 + 123.00 8.00 - 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] + 123.831 130.441 5 X-direction + 20.175 24.002 5 Y-direction + 7.478 4.869 5 Tangent lines + 103.000 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] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 5 +[LIFT SLIP DATA] + 103.000 103.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 103.000 103.000 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 + 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 +[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] + 103.00 = X co-ordinate indicating start of zone [m] + 103.00 = 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 + 103.00 = Left side minimum road [m] + 103.00 = 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] +[END OF INPUT FILE] Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/3aoutput_dam.xml =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/3aoutput_dam.xml (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/3aoutput_dam.xml (revision 1551) @@ -0,0 +1,26 @@ + + + + 0 + \ No newline at end of file Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/1ainput_dam_ksl.xml =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/1ainput_dam_ksl.xml (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/1ainput_dam_ksl.xml (revision 1551) @@ -0,0 +1,986 @@ + + + + 0.0 + +
+ instantaneous + Sensor 0 bws + Waterlevel + + + + -9999.0 + Grebbe + m +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ instantaneous + Sensor 2 BK-A-2 + Waterpressure + + + + -9999.0 + Sensor 2 BK-A-2 + m +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ instantaneous + Sensor 1 BK-A-1 + Waterpressure + + + + -9999.0 + Sensor 1 BK-A-1 + m +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ instantaneous + Sensor 6 BK-B-4 + Waterpressure + + + + -9999.0 + Sensor 6 BK-B-4 + m +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ instantaneous + Sensor 5 BK-B-3 + Waterpressure + + + + -9999.0 + Sensor 5 BK-B-3 + m +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ instantaneous + Sensor 4 BK-B-2 + Waterpressure + + + + -9999.0 + Sensor 4 BK-B-2 + m +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ instantaneous + Sensor 8 BK-C-2 + Waterpressure + + + + -9999.0 + Sensor 8 BK-C-2 + m +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ instantaneous + Sensor 7 BK-C-1 + Waterpressure + + + + -9999.0 + Sensor 7 BK-C-1 + m +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ instantaneous + Sensor 10 BK-D-2 + Waterpressure + + + + -9999.0 + Sensor 10 BK-D-2 + m +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ instantaneous + Sensor 9 BK-D-1 + Waterpressure + + + + -9999.0 + Sensor 9 BK-D-1 + m +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/live.FEWS.InputFile.1Step.xml =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/live.FEWS.InputFile.1Step.xml (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/live.FEWS.InputFile.1Step.xml (revision 1551) @@ -0,0 +1,237 @@ + + + + 0.0 + +
+ instantaneous + Sensor 1 bws + Waterlevel + + + + -999.0 + Sensor 1 bws + m +
+ + + +
+ instantaneous + Sensor 2 p31,5 fr kr + Waterpressure + + + + -999.0 + Sensor 2 p31,5 fr kr + m +
+ + + +
+ instantaneous + Sensor 3 p31,5 fr bita + Waterpressure + + + + -999.0 + Sensor 3 p31,5 fr bita + m +
+ + + +
+ instantaneous + Sensor 4 p31,5 fr bite + Waterpressure + + + + -999.0 + Sensor 4 p31,5 fr bite + m +
+ + + +
+ instantaneous + Sensor 5 p31,5 wv kr + Waterpressure + + + + -999.0 + Sensor 5 p31,5 wv kr + m +
+ + + +
+ instantaneous + Sensor 6 p31,5 wv bite + Waterpressure + + + + -999.0 + Sensor 6 p31,5 wv bite + m +
+ + + +
+ instantaneous + Sensor 7 p31,5 wv al + Waterpressure + + + + -999.0 + Sensor 7 p31,5 wv al + m +
+ + + +
+ instantaneous + Sensor 8 p34,0 fr bita + Waterpressure + + + + -999.0 + Sensor 8 p34,0 fr bita + m +
+ + + +
+ instantaneous + Sensor 9 p34,0 fr bite + Waterpressure + + + + -999.0 + Sensor 9 p34,0 fr bite + m +
+ + + +
+ instantaneous + Sensor 10 p34,0 wv bite + Waterpressure + + + + -999.0 + Sensor 10 p34,0 wv bite + m +
+ + + +
+ instantaneous + Sensor 11 p37,0 fr bite + Waterpressure + + + + -999.0 + Sensor 11 p37,0 fr bite + m +
+ + + +
+ instantaneous + Sensor 12 p37,0 pp + Waterpressure + + + + -999.0 + Sensor 12 p37,0 pp + m +
+ + + +
+ instantaneous + Sensor 13 p37,0 wv bute + Waterpressure + + + + -999.0 + Sensor 13 p37,0 wv bute + m +
+ + + +
+ instantaneous + Sensor 14 p37,0 wv kr + Waterpressure + + + + -999.0 + Sensor 14 p37,0 wv kr + m +
+ + + +
+ instantaneous + Sensor 15 p37,0 wv bite + Waterpressure + + + + -999.0 + Sensor 15 p37,0 wv bite + m +
+ + + + Index: DamClients/DamLive/trunk/src/DamLive.sln =================================================================== diff -u -r1548 -r1551 --- DamClients/DamLive/trunk/src/DamLive.sln (.../DamLive.sln) (revision 1548) +++ DamClients/DamLive/trunk/src/DamLive.sln (.../DamLive.sln) (revision 1551) @@ -51,6 +51,8 @@ {09DD9498-9259-44BC-A84E-DA6B7DEDB133} = {09DD9498-9259-44BC-A84E-DA6B7DEDB133} EndProjectSection EndProject +Project("{FAE04EC0-301F-11D3-BF4B-00C04F79EFBC}") = "Deltares.DamLive.TestHelper", "Deltares.DamLive.TestHelper\Deltares.DamLive.TestHelper.csproj", "{E91EA5AE-2C11-4C02-B5B0-D83ACA3FB3E3}" +EndProject Global GlobalSection(SolutionConfigurationPlatforms) = preSolution Debug|x86 = Debug|x86 @@ -81,6 +83,10 @@ {6C4EC8AD-4B8E-4D99-8F27-63C3B232ECC4}.Debug|x86.Build.0 = Debug|x86 {6C4EC8AD-4B8E-4D99-8F27-63C3B232ECC4}.Release|x86.ActiveCfg = Release|x86 {6C4EC8AD-4B8E-4D99-8F27-63C3B232ECC4}.Release|x86.Build.0 = Release|x86 + {E91EA5AE-2C11-4C02-B5B0-D83ACA3FB3E3}.Debug|x86.ActiveCfg = Debug|x86 + {E91EA5AE-2C11-4C02-B5B0-D83ACA3FB3E3}.Debug|x86.Build.0 = Debug|x86 + {E91EA5AE-2C11-4C02-B5B0-D83ACA3FB3E3}.Release|x86.ActiveCfg = Release|x86 + {E91EA5AE-2C11-4C02-B5B0-D83ACA3FB3E3}.Release|x86.Build.0 = Release|x86 EndGlobalSection GlobalSection(SolutionProperties) = preSolution HideSolutionNode = FALSE @@ -94,5 +100,6 @@ {09DD9498-9259-44BC-A84E-DA6B7DEDB133} = {95699CCD-37A6-4F2E-9462-F2F474AD8AE8} {A40C9407-ED80-4438-9E0E-E7BED8353D3B} = {31A32A36-649A-41A8-9F43-6A6193C04770} {6C4EC8AD-4B8E-4D99-8F27-63C3B232ECC4} = {62CC2363-893F-4ECD-BCD6-AA7150AD6918} + {E91EA5AE-2C11-4C02-B5B0-D83ACA3FB3E3} = {62CC2363-893F-4ECD-BCD6-AA7150AD6918} EndGlobalSection EndGlobal Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set1/Deltares.Dam.Application.Live.Tests.ParametersFile.xml =================================================================== diff -u -r1549 -r1551 --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set1/Deltares.Dam.Application.Live.Tests.ParametersFile.xml (.../Deltares.Dam.Application.Live.Tests.ParametersFile.xml) (revision 1549) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set1/Deltares.Dam.Application.Live.Tests.ParametersFile.xml (.../Deltares.Dam.Application.Live.Tests.ParametersFile.xml) (revision 1551) @@ -1,4 +1,26 @@ + 1 Index: DamClients/DamLive/trunk/src/Deltares.DamLive.TestHelper/IOHelper.cs =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.TestHelper/IOHelper.cs (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.TestHelper/IOHelper.cs (revision 1551) @@ -0,0 +1,41 @@ +// Copyright (C) Stichting Deltares 2018. All rights reserved. +// +// This file is part of the application DAM - Live. +// +// DAM - UI is free software: you can redistribute it and/or modify +// it under the terms of the GNU General Public License as published by +// the Free Software Foundation, either version 3 of the License, or +// (at your option) any later version. +// +// This program is distributed in the hope that it will be useful, +// but WITHOUT ANY WARRANTY; without even the implied warranty of +// MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the +// GNU General Public License for more details. +// +// You should have received a copy of the GNU General Public License +// along with this program. If not, see . +// +// All names, logos, and references to "Deltares" are registered trademarks of +// Stichting Deltares and remain full property of Stichting Deltares at all times. +// All rights reserved. + +using System.IO; + +namespace Deltares.DamLive.TestHelper +{ + public class IoHelper + { + /// + /// Removes the test working directory. The working directory grows! + /// + /// + public static void RemoveTestWorkingDirectory(string testWorkingFolder) + { + if (Directory.Exists(testWorkingFolder)) + { + const bool recursive = true; + Directory.Delete(testWorkingFolder, recursive); + } + } + } +} Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/live.FEWS.InputFile.xml =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/live.FEWS.InputFile.xml (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/live.FEWS.InputFile.xml (revision 1551) @@ -0,0 +1,282 @@ + + + + 0.0 + +
+ instantaneous + Sensor 1 bws + Waterlevel + + + + -999.0 + Sensor 1 bws + m +
+ + + + + + +
+ instantaneous + Sensor 2 p31,5 fr kr + Waterpressure + + + + -999.0 + Sensor 2 p31,5 fr kr + m +
+ + + + + + +
+ instantaneous + Sensor 3 p31,5 fr bita + Waterpressure + + + + -999.0 + Sensor 3 p31,5 fr bita + m +
+ + + + + + +
+ instantaneous + Sensor 4 p31,5 fr bite + Waterpressure + + + + -999.0 + Sensor 4 p31,5 fr bite + m +
+ + + + + + +
+ instantaneous + Sensor 5 p31,5 wv kr + Waterpressure + + + + -999.0 + Sensor 5 p31,5 wv kr + m +
+ + + + + + +
+ instantaneous + Sensor 6 p31,5 wv bite + Waterpressure + + + + -999.0 + Sensor 6 p31,5 wv bite + m +
+ + + + + + +
+ instantaneous + Sensor 7 p31,5 wv al + Waterpressure + + + + -999.0 + Sensor 7 p31,5 wv al + m +
+ + + + + + +
+ instantaneous + Sensor 8 p34,0 fr bita + Waterpressure + + + + -999.0 + Sensor 8 p34,0 fr bita + m +
+ + + + + + +
+ instantaneous + Sensor 9 p34,0 fr bite + Waterpressure + + + + -999.0 + Sensor 9 p34,0 fr bite + m +
+ + + + + + +
+ instantaneous + Sensor 10 p34,0 wv bite + Waterpressure + + + + -999.0 + Sensor 10 p34,0 wv bite + m +
+ + + + + + +
+ instantaneous + Sensor 11 p37,0 fr bite + Waterpressure + + + + -999.0 + Sensor 11 p37,0 fr bite + m +
+ + + + + + +
+ instantaneous + Sensor 12 p37,0 pp + Waterpressure + + + + -999.0 + Sensor 12 p37,0 pp + m +
+ + + + + + +
+ instantaneous + Sensor 13 p37,0 wv bute + Waterpressure + + + + -999.0 + Sensor 13 p37,0 wv bute + m +
+ + + + + + +
+ instantaneous + Sensor 14 p37,0 wv kr + Waterpressure + + + + -999.0 + Sensor 14 p37,0 wv kr + m +
+ + + + + + +
+ instantaneous + Sensor 15 p37,0 wv bite + Waterpressure + + + + -999.0 + Sensor 15 p37,0 wv bite + m +
+ + + + + + + Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/output.Geometries/2A-37-bishop-binnen.sti =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/output.Geometries/2A-37-bishop-binnen.sti (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/output.Geometries/2A-37-bishop-binnen.sti (revision 1551) @@ -0,0 +1,1456 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-8-2012 +TIME : 14:23:53 +FILENAME : D:\LiveDijkXL\werkmap\2A-37-bishop-binnen.sti +CREATED BY : D-Geo Stability version 10.1.1.4 +========================== 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] +Dijkzand +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.50 +SoilGamWet=17.30 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=27.10 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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 +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=3.60 +SoilGamWet=10.50 +SoilRestSlope=1 +SoilCohesion=1.70 +SoilPhi=12.50 +SoilDilatancy=12.00 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Oude zeeklei +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.10 +SoilGamWet=15.90 +SoilRestSlope=1 +SoilCohesion=3.30 +SoilPhi=14.60 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=16.40 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=22.90 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Bekledingsklei +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=15.90 +SoilRestSlope=1 +SoilCohesion=3.30 +SoilPhi=14.60 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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 zandig +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=12.70 +SoilGamWet=15.00 +SoilRestSlope=1 +SoilCohesion=0.70 +SoilPhi=20.80 +SoilDilatancy=23.00 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Humeuze klei +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=5.90 +SoilGamWet=12.30 +SoilRestSlope=1 +SoilCohesion=0.70 +SoilPhi=12.50 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=16.40 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=22.90 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] + 72 - Number of geometry points - + 1 160.000 -3.300 0.000 + 2 160.000 -1.330 0.000 + 3 0.000 -1.330 0.000 + 4 0.000 5.650 0.000 + 5 160.000 0.700 0.000 + 6 60.000 0.690 0.000 + 7 50.000 0.760 0.000 + 8 48.900 0.700 0.000 + 9 47.800 -0.040 0.000 + 10 46.900 -0.270 0.000 + 11 45.500 0.480 0.000 + 12 43.400 0.860 0.000 + 13 42.300 1.070 0.000 + 14 40.000 1.870 0.000 + 15 38.000 2.120 0.000 + 16 30.000 2.550 0.000 + 17 25.000 4.520 0.000 + 18 21.000 6.370 0.000 + 19 17.200 7.700 0.000 + 20 15.300 8.240 0.000 + 21 14.400 8.420 0.000 + 22 13.300 8.450 0.000 + 23 12.000 8.060 0.000 + 24 7.300 6.330 0.000 + 25 6.300 6.040 0.000 + 26 4.700 5.760 0.000 + 27 0.100 5.310 0.000 + 28 0.000 5.310 0.000 + 29 39.890 1.060 0.000 + 30 36.430 1.260 0.000 + 31 28.790 1.590 0.000 + 32 16.960 6.620 0.000 + 33 14.590 7.280 0.000 + 34 13.350 7.310 0.000 + 35 8.560 5.660 0.000 + 36 4.960 5.070 0.000 + 37 0.000 4.580 0.000 + 38 0.000 0.830 0.000 + 39 160.000 -0.420 0.000 + 40 0.000 -0.420 0.000 + 41 160.000 -2.020 0.000 + 42 0.000 -2.020 0.000 + 43 160.000 -6.220 0.000 + 44 0.000 -6.220 0.000 + 45 160.000 -7.920 0.000 + 46 0.000 -7.920 0.000 + 47 160.000 -17.000 0.000 + 48 0.000 -17.000 0.000 + 49 160.000 -0.690 0.000 + 50 54.400 -0.690 0.000 + 51 48.090 0.180 0.000 + 52 45.960 0.210 0.000 + 53 29.820 2.510 0.000 + 54 15.300 5.200 0.000 + 55 0.000 5.700 0.000 + 56 160.000 1.320 0.000 + 57 0.000 1.320 0.000 + 58 4.289 5.700 0.000 + 59 12.000 5.200 0.000 + 60 40.662 1.201 0.000 + 61 160.000 -3.220 0.000 + 62 0.000 -3.220 0.000 + 63 160.000 -4.520 0.000 + 64 0.000 -4.520 0.000 + 65 160.000 -5.520 0.000 + 66 0.000 -5.520 0.000 + 67 160.000 -9.220 0.000 + 68 0.000 -9.220 0.000 + 69 160.000 -13.320 0.000 + 70 0.000 -13.320 0.000 + 71 160.000 -8.720 0.000 + 72 0.000 -8.720 0.000 +[END OF POINTS] + +[CURVES] + 54 - 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 13 + 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 + 32 31 + 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 + 36 35 + 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 12 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 43 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 51 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 56 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 58 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 54 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 52 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 60 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 61 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 63 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 65 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 67 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 69 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 72 71 +[END OF CURVES] + +[BOUNDARIES] + 14 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 38 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 53 + 2 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 52 + 3 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 54 + 4 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 37 + 5 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 36 + 6 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 51 + 7 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 50 + 8 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 49 + 9 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 35 + 10 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 34 + 11 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 33 7 6 5 4 3 2 1 + 12 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 32 31 30 29 28 27 26 25 24 8 + 7 6 5 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 + 9 - number of curves on PlLine, next line(s) are curvenumbers + 44 46 45 42 48 47 41 40 39 + 2 - 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] + 13 - 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 + Humeuze 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 + 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 + Humeuze 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 + 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 + Klei zandig + 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 + Oude zeeklei + 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 + Humeuze klei + 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 + Oude zeeklei + 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 + Zand + 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 zandig + 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 + 12 - Layer number, next line is material of layer + Dijkzand + 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 + Bekledingsklei + 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] +Groninger zeedijk dijkvak 2A +toetsing macrostabiliteit binnenwaarts + +[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] + 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] + 21.596 40.350 10 X-direction + 8.483 23.514 10 Y-direction + 0.640 -5.360 10 Tangent lines + 160.000 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] + 0.50 [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] + 7 +[LIFT SLIP DATA] + 160.000 160.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 160.000 160.000 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 + 0.00 = 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 + 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 + 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 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = 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] + 160.00 = X co-ordinate indicating start of zone [m] + 160.00 = 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 + 160.00 = Left side minimum road [m] + 160.00 = 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: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/output.Geometries/1C-31,5-bishop-binnen.sti =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/output.Geometries/1C-31,5-bishop-binnen.sti (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/output.Geometries/1C-31,5-bishop-binnen.sti (revision 1551) @@ -0,0 +1,1622 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-8-2012 +TIME : 14:26:08 +FILENAME : D:\LiveDijkXL\werkmap\1C-31,5-bishop-binnen.sti +CREATED BY : D-Geo Stability version 10.1.1.4 +========================== 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] +Dijkklei +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=15.90 +SoilRestSlope=1 +SoilCohesion=6.70 +SoilPhi=14.60 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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, zandig +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=12.70 +SoilGamWet=15.00 +SoilRestSlope=1 +SoilCohesion=0.70 +SoilPhi=20.80 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Oude zeeklei +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.10 +SoilGamWet=15.90 +SoilRestSlope=1 +SoilCohesion=3.30 +SoilPhi=14.60 +SoilDilatancy=18.00 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Humeuze klei +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=5.90 +SoilGamWet=12.30 +SoilRestSlope=1 +SoilCohesion=0.70 +SoilPhi=12.50 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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 +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=3.60 +SoilGamWet=10.50 +SoilRestSlope=1 +SoilCohesion=1.70 +SoilPhi=12.50 +SoilDilatancy=13.00 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=16.40 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=22.90 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Dijkzand +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.50 +SoilGamWet=17.30 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=27.10 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Bekledingsklei +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=15.90 +SoilRestSlope=1 +SoilCohesion=3.30 +SoilPhi=14.60 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=16.40 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=22.90 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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 - + 1 200.000 -1.330 0.000 + 2 0.000 -1.330 0.000 + 3 0.000 5.950 0.000 + 4 200.000 -0.060 0.000 + 5 157.260 -0.060 0.000 + 6 156.323 -0.470 0.000 + 7 154.039 -1.470 0.000 + 8 153.240 -1.820 0.000 + 9 150.000 -1.810 0.000 + 10 149.564 -1.470 0.000 + 11 148.282 -0.470 0.000 + 12 148.000 -0.250 0.000 + 13 139.000 -0.060 0.000 + 14 129.500 0.060 0.000 + 15 124.500 0.150 0.000 + 16 123.300 0.130 0.000 + 17 121.100 0.360 0.000 + 18 118.700 0.930 0.000 + 19 117.500 1.390 0.000 + 20 115.400 2.070 0.000 + 21 113.600 2.280 0.000 + 22 112.400 2.270 0.000 + 23 109.000 2.330 0.000 + 24 108.000 2.400 0.000 + 25 106.900 2.610 0.000 + 26 104.000 3.730 0.000 + 27 100.800 5.040 0.000 + 28 97.100 6.550 0.000 + 29 95.500 7.080 0.000 + 30 93.400 7.790 0.000 + 31 91.000 8.310 0.000 + 32 90.000 8.370 0.000 + 33 89.000 8.320 0.000 + 34 86.500 7.620 0.000 + 35 85.200 7.170 0.000 + 36 82.500 6.190 0.000 + 37 80.600 5.950 0.000 + 38 78.500 5.880 0.000 + 39 75.300 5.330 0.000 + 40 72.600 4.950 0.000 + 41 70.100 4.420 0.000 + 42 67.400 4.020 0.000 + 43 65.700 3.890 0.000 + 44 58.200 1.930 0.000 + 45 50.500 -0.130 0.000 + 46 45.000 -0.250 0.000 + 47 0.000 -0.250 0.000 + 48 200.000 -0.470 0.000 + 49 200.000 -1.470 0.000 + 50 118.720 0.130 0.000 + 51 113.210 1.310 0.000 + 52 105.240 1.480 0.000 + 53 101.840 2.870 0.000 + 54 92.050 6.860 0.000 + 55 90.090 7.130 0.000 + 56 84.180 5.410 0.000 + 57 77.850 4.880 0.000 + 58 67.420 2.840 0.000 + 59 56.780 0.090 0.000 + 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- number of points on curve, next line(s) are pointnumbers + 61 10 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 62 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 64 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 66 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 69 68 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 71 70 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 73 72 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 75 74 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 76 75 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 77 76 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 78 77 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 79 78 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 80 79 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 81 80 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 82 81 + 74 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 84 83 + 75 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 86 85 +[END OF CURVES] + +[BOUNDARIES] + 13 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 65 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 64 + 2 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 63 + 3 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 62 + 4 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 61 + 5 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 60 + 6 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 59 6 5 4 45 + 7 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 58 7 6 5 4 45 + 8 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 43 42 56 57 46 12 11 10 9 8 + 7 6 5 4 45 + 9 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 43 42 56 55 54 53 52 51 50 49 + 48 47 46 12 11 10 9 8 7 6 + 5 4 45 + 10 - Boundary number + 41 - number of curves on boundary, next line(s) are curvenumbers + 43 42 41 40 39 38 37 36 35 34 + 33 32 31 30 29 28 27 26 25 24 + 23 22 21 20 19 18 17 16 15 14 + 13 12 11 10 9 8 7 6 5 4 + 45 + 11 - Boundary number + 42 - number of curves on boundary, next line(s) are curvenumbers + 43 42 41 40 39 38 37 36 35 34 + 33 32 31 30 29 28 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 44 + 12 - Boundary number + 43 - number of curves on boundary, next line(s) are curvenumbers + 43 42 41 40 39 38 37 36 35 34 + 33 32 31 30 29 28 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 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 13 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 13 - 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 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 13 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 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 + 73 72 71 70 69 68 67 66 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 74 + 3 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 75 +[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] + 12 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand + 2 - 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 + Oude zeeklei + 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 + Veen + 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 + Oude zeeklei + 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 + Humeuze 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 + Oude zeeklei + 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 + Klei, zandig + 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 + Dijkklei + 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 + Dijkzand + 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 + Bekledingsklei + 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, zandig + 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 + Dijkklei + 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 +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Groninger zeedijk dijkvak 1C +toetsing macrostabiliteit binnenwaarts + +[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] + 12 Number of layers + 12 100 + 11 100 100 + 10 100 100 100 + 9 100 100 100 100 + 8 100 100 100 100 100 + 7 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 100 100 100 100 100 + 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 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 +[CIRCLES] + 97.097 114.986 10 X-direction + 11.064 23.960 10 Y-direction + -0.141 -6.141 10 Tangent lines + 200.000 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] + 0.50 [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] + 9 +[LIFT SLIP DATA] + 200.000 200.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 200.000 200.000 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 + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 12 - 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 + 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 + 0.00 = 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] + 200.00 = X co-ordinate indicating start of zone [m] + 200.00 = 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 + 200.00 = Left side minimum road [m] + 200.00 = 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: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/DamLiveGrebbedijkTest.cs =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/DamLiveGrebbedijkTest.cs (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/DamLiveGrebbedijkTest.cs (revision 1551) @@ -0,0 +1,264 @@ +// Copyright (C) Stichting Deltares 2018. All rights reserved. +// +// This file is part of the application DAM - Live. +// +// DAM - UI is free software: you can redistribute it and/or modify +// it under the terms of the GNU General Public License as published by +// the Free Software Foundation, either version 3 of the License, or +// (at your option) any later version. +// +// This program is distributed in the hope that it will be useful, +// but WITHOUT ANY WARRANTY; without even the implied warranty of +// MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the +// GNU General Public License for more details. +// +// You should have received a copy of the GNU General Public License +// along with this program. If not, see . +// +// All names, logos, and references to "Deltares" are registered trademarks of +// Stichting Deltares and remain full property of Stichting Deltares at all times. +// All rights reserved. + +using System; +using System.Collections.Generic; +using System.IO; +using System.Linq; +using Deltares.Dam.Application.Live; +using Deltares.Dam.Data; +using Deltares.DamLive.TestHelper; +using Deltares.Standard.IO; +using NUnit.Framework; + +namespace Deltares.DamLive.Tests +{ + [TestFixture] + [Category("Integration")] + public class DamLiveGrebbedijkTest + { + #region Test Setup + + const string projectStabilityFilename = @"Grebbedijk.damx"; + const string projectPipingFilename = @"Grebbedijk Piping.damx"; + const string input1aFilename = @"input_dam1and3.xml"; + const string output1aFilename = @"output_dam1and3.xml"; + const string calculationParametersStabilityFilename = @"Grebbedijk.Calculation.Parameters.xml"; + const string calculationParametersPipingFilename = @"Grebbedijk Piping.Calculation.Parameters.xml"; + + const string TestWorkingFolder = @".\damLiveWork"; + private const string TestStablityDataFolder = @"..\..\..\data\Dam\DamLive\Grebbedijk"; + private const string TestPipingDataFolder = @"..\..\..\data\Dam\DamLive\Grebbedijk - Piping"; + private List locations; + + private string inputFile; + private string outputFile; + private string projectFile; + private string parameterFile; + + private TestModelRunner runner; + + [TestFixtureSetUp] + public void SetupFixture() + { + IoHelper.RemoveTestWorkingDirectory(TestWorkingFolder); // to be sure no test directory exist from previous tests + Directory.CreateDirectory(TestWorkingFolder); + } + + [TestFixtureTearDown] + public void TearDownFixture() + { + //IOHelper.RemoveTestWorkingDirectory(TestWorkingFolder); + } + + [TearDown] + public void TearDownTest() + { + AssertNoErrors(); + } + + [SetUp] + public void SetupTest() {} + + /// + /// Sets up the stability project. + /// + private void SetupStabilityProject() + { + var actualTestPath = Path.GetFullPath(TestWorkingFolder); + + Directory.CreateDirectory(actualTestPath); + + DirectoryHelper.CopyRecursive(actualTestPath, TestStablityDataFolder); + + //inputFile = Path.Combine(actualTestPath, "live.FEWS.InputFile.1Step.xml"); + inputFile = Path.Combine(actualTestPath, input1aFilename); + outputFile = Path.Combine(actualTestPath, output1aFilename); + parameterFile = Path.Combine(actualTestPath, calculationParametersStabilityFilename); + projectFile = Path.Combine(actualTestPath, projectStabilityFilename); + + var damData = DamProject.LoadData(projectFile); + locations = damData.Locations; + + // Load the sensor time serie data (see input file for details) + var inputTimeSeries = TimeSerieCollection.LoadFromFile(inputFile); + ShortenTimeSeries(inputTimeSeries); + + runner = new TestModelRunner + { + DamXFile = new FileInfo(projectFile), + ParametersFile = new FileInfo(parameterFile), + FewsInputFile = new FileInfo(inputFile), + FewsOutputFile = new FileInfo(outputFile), + Filter = "", + RunnerDelegate = new SensorModelRunner(), + InputTimeSeriesCollection = inputTimeSeries + }; + } + + /// + /// Make timeserie shorter for testing + /// + /// + private static void ShortenTimeSeries(TimeSerieCollection inputTimeSeries) + { + foreach (var serie in inputTimeSeries.Series) + { + for (int i = serie.Entries.Count - 1; i > 1; i--) + { + serie.Entries.RemoveAt(i); + } + } + } + + #endregion + + #region Helper methods + + /// + /// Asserts that there are no errors in the runner + /// + private void AssertNoErrors() + { + if (runner.HasErrors) + { + Assert.Fail("The test failed. See the error log in the test output console for more info"); + } + } + + #endregion + + + /// + /// This test calls the runner's Run method. + /// This test is an integration test. + /// + /// Required files are: + /// - the DAMX file which contains the dike models + /// - FEWS input file containing the water level time series for the locations + /// or monitoring points + /// - FEWS output file containing the time series results for each node + /// (location/monitoring point) + /// + /// See setup method + /// + [Test, Ignore("Under construction")] + public void CalculateStabilityUsingTestFilesHasExpectedResultsInOutputFile() + { + const double cTolerance = 0.0005; + SetupStabilityProject(); + runner.Initialize(); + runner.CreateAndSetWorkingDirectories(); + runner.DeleteFormerProjectFiles(); + + Assert.IsNotNull(runner); + Assert.IsNotNull(runner.ProjectData); + Assert.IsNotNull(runner.RunnerDelegate); + Assert.IsNotNull(runner.CalculationParameters); + Assert.IsNotNull(runner.CalculationParameters.CalculationModules); + Assert.IsNotNull(runner.CalculationParameters.MStabParameters); + + runner.Process(); + runner.WriteResultsToFile(outputFile); + + AssertNoErrors(); + + // Assertions + + var series = runner.OutputTimeSeriesCollection.Series; + + int seriesCount = 0; + + var validParameterIDs = Enum.GetNames(typeof(TimeSerieParameters)); + foreach (var timeSeries in series) + { + Assert.IsTrue(validParameterIDs.Any(n => n == timeSeries.ParameterId)); + Assert.IsTrue(locations.Any(l => l.Name == timeSeries.LocationId)); + // Stability inside check + if (timeSeries.ParameterId == TimeSerieParameters.StabilityInsideFactor.ToString()) + { + if (timeSeries.LocationId == "grebbedijk1a") + { + var firstEntry = timeSeries.Entries.First(); + Assert.AreEqual(1.603, firstEntry.Value, cTolerance, "The computed safety factory is not correct"); + } + } + + seriesCount++; + } + + Assert.IsTrue(seriesCount > 0, "No output time series"); + } + + [Test, Ignore("Under construction")] + public void CalculateStabilityUsingTestFilesDupuitHasExpectedResultsInOutputFile() + { + const double cTolerance = 0.0005; + SetupStabilityProject(); + runner.Initialize(); + runner.CreateAndSetWorkingDirectories(); + runner.DeleteFormerProjectFiles(); + + Assert.IsNotNull(runner); + Assert.IsNotNull(runner.ProjectData); + Assert.IsNotNull(runner.RunnerDelegate); + Assert.IsNotNull(runner.CalculationParameters); + Assert.IsNotNull(runner.CalculationParameters.CalculationModules); + Assert.IsNotNull(runner.CalculationParameters.MStabParameters); + + runner.Process(); + runner.WriteResultsToFile(outputFile); + + AssertNoErrors(); + + // Assertions + + var series = runner.OutputTimeSeriesCollection.Series; + + int seriesCount = 0; + + var validParameterIDs = Enum.GetNames(typeof(TimeSerieParameters)); + foreach (var timeSeries in series) + { + Assert.IsTrue(validParameterIDs.Any(n => n == timeSeries.ParameterId)); + Assert.IsTrue(locations.Any(l => l.Name == timeSeries.LocationId)); + // Stability inside check + if (timeSeries.ParameterId == TimeSerieParameters.StabilityInsideFactor.ToString()) + { + if (timeSeries.LocationId == "grebbedijk1a") + { + var firstEntry = timeSeries.Entries.First(); + Assert.AreEqual(1.603, firstEntry.Value, cTolerance, "The computed safety factory is not correct"); + } + if (timeSeries.LocationId == "grebbedijk3a") + { + var firstEntry = timeSeries.Entries.First(); + Assert.AreEqual(0.590, firstEntry.Value, cTolerance, "The computed safety factory is not correct"); + } + } + + seriesCount++; + } + + Assert.IsTrue(seriesCount > 0, "No output time series"); + } + } +} Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/Deltares.DamLive.Tests.csproj =================================================================== diff -u -r1549 -r1551 --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/Deltares.DamLive.Tests.csproj (.../Deltares.DamLive.Tests.csproj) (revision 1549) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/Deltares.DamLive.Tests.csproj (.../Deltares.DamLive.Tests.csproj) (revision 1551) @@ -31,6 +31,10 @@ MinimumRecommendedRules.ruleset + + False + ..\..\lib\DSL-Geographic\Deltares.Geographic.dll + False ..\..\lib\DSL-Geographic\Deltares.Standard.dll @@ -49,14 +53,54 @@ + + + + + + Copying.GPL.licenseheader + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + PreserveNewest + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + @@ -71,8 +115,33 @@ {09dd9498-9259-44bc-a84e-da6b7dedb133} Deltares.Dam.Application.Live + + {e91ea5ae-2c11-4c02-b5b0-d83aca3fb3e3} + Deltares.DamLive.TestHelper + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + PreserveNewest @@ -85,6 +154,33 @@ PreserveNewest + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + + 1 + 0 + 0 + 0 + 0 + + + Bishop + CPhi + 0 + Grid + 1 + + \ No newline at end of file Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/live.FEWS.OutputFile.xml =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/live.FEWS.OutputFile.xml (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/live.FEWS.OutputFile.xml (revision 1551) @@ -0,0 +1,26 @@ + + + + 0 + \ No newline at end of file Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/live.FEWS.InputFile.1Step.xml =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/live.FEWS.InputFile.1Step.xml (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/live.FEWS.InputFile.1Step.xml (revision 1551) @@ -0,0 +1,237 @@ + + + + 0.0 + +
+ instantaneous + Sensor 1 bws + Waterlevel + + + + -999.0 + Sensor 1 bws + m +
+ + + +
+ instantaneous + Sensor 2 p31,5 fr kr + Waterpressure + + + + -999.0 + Sensor 2 p31,5 fr kr + m +
+ + + +
+ instantaneous + Sensor 3 p31,5 fr bita + Waterpressure + + + + -999.0 + Sensor 3 p31,5 fr bita + m +
+ + + +
+ instantaneous + Sensor 4 p31,5 fr bite + Waterpressure + + + + -999.0 + Sensor 4 p31,5 fr bite + m +
+ + + +
+ instantaneous + Sensor 5 p31,5 wv kr + Waterpressure + + + + -999.0 + Sensor 5 p31,5 wv kr + m +
+ + + +
+ instantaneous + Sensor 6 p31,5 wv bite + Waterpressure + + + + -999.0 + Sensor 6 p31,5 wv bite + m +
+ + + +
+ instantaneous + Sensor 7 p31,5 wv al + Waterpressure + + + + -999.0 + Sensor 7 p31,5 wv al + m +
+ + + +
+ instantaneous + Sensor 8 p34,0 fr bita + Waterpressure + + + + -999.0 + Sensor 8 p34,0 fr bita + m +
+ + + +
+ instantaneous + Sensor 9 p34,0 fr bite + Waterpressure + + + + -999.0 + Sensor 9 p34,0 fr bite + m +
+ + + +
+ instantaneous + Sensor 10 p34,0 wv bite + Waterpressure + + + + -999.0 + Sensor 10 p34,0 wv bite + m +
+ + + +
+ instantaneous + Sensor 11 p37,0 fr bite + Waterpressure + + + + -999.0 + Sensor 11 p37,0 fr bite + m +
+ + + +
+ instantaneous + Sensor 12 p37,0 pp + Waterpressure + + + + -999.0 + Sensor 12 p37,0 pp + m +
+ + + +
+ instantaneous + Sensor 13 p37,0 wv bute + Waterpressure + + + + -999.0 + Sensor 13 p37,0 wv bute + m +
+ + + +
+ instantaneous + Sensor 14 p37,0 wv kr + Waterpressure + + + + -999.0 + Sensor 14 p37,0 wv kr + m +
+ + + +
+ instantaneous + Sensor 15 p37,0 wv bite + Waterpressure + + + + -999.0 + Sensor 15 p37,0 wv bite + m +
+ + + + Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/Properties/AssemblyInfo.cs =================================================================== diff -u -r1548 -r1551 --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/Properties/AssemblyInfo.cs (.../AssemblyInfo.cs) (revision 1548) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/Properties/AssemblyInfo.cs (.../AssemblyInfo.cs) (revision 1551) @@ -1,4 +1,25 @@ -using System.Reflection; +// Copyright (C) Stichting Deltares 2018. All rights reserved. +// +// This file is part of the application DAM - Live. +// +// DAM - UI is free software: you can redistribute it and/or modify +// it under the terms of the GNU General Public License as published by +// the Free Software Foundation, either version 3 of the License, or +// (at your option) any later version. +// +// This program is distributed in the hope that it will be useful, +// but WITHOUT ANY WARRANTY; without even the implied warranty of +// MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the +// GNU General Public License for more details. +// +// You should have received a copy of the GNU General Public License +// along with this program. If not, see . +// +// All names, logos, and references to "Deltares" are registered trademarks of +// Stichting Deltares and remain full property of Stichting Deltares at all times. +// All rights reserved. + +using System.Reflection; using System.Runtime.InteropServices; // General Information about an assembly is controlled through the following Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Grebbedijk/input0.soilmaterials.mdb =================================================================== diff -u Binary files differ Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/live.ParametersFile.xml =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/live.ParametersFile.xml (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set3/live.ParametersFile.xml (revision 1551) @@ -0,0 +1,39 @@ + + + + + 1 + 0 + 0 + 0 + 0 + + + Bishop + CPhi + 0 + Grid + 1 + + \ No newline at end of file Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/output.Geometries/1D-34-bishop-binnen.sti =================================================================== diff -u --- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/output.Geometries/1D-34-bishop-binnen.sti (revision 0) +++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/DamLive/Set2/output.Geometries/1D-34-bishop-binnen.sti (revision 1551) @@ -0,0 +1,1291 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 3-8-2012 +TIME : 14:22:37 +FILENAME : D:\LiveDijkXL\werkmap\1D-34-bishop-binnen.sti +CREATED BY : D-Geo Stability version 10.1.1.4 +========================== 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 +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=16.40 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=22.90 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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 +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=3.60 +SoilGamWet=10.50 +SoilRestSlope=1 +SoilCohesion=1.70 +SoilPhi=12.50 +SoilDilatancy=13.00 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Oude zeeklei +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.10 +SoilGamWet=15.90 +SoilRestSlope=1 +SoilCohesion=3.30 +SoilPhi=14.60 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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 kleiig +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=12.70 +SoilGamWet=15.00 +SoilRestSlope=1 +SoilCohesion=0.70 +SoilPhi=20.80 +SoilDilatancy=25.00 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Dijkklei +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=15.90 +SoilRestSlope=1 +SoilCohesion=6.70 +SoilPhi=14.60 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] +Bekledingklei +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=15.90 +SoilRestSlope=1 +SoilCohesion=6.70 +SoilPhi=14.60 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.60 +SoilGamWet=16.40 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=22.90 +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=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=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] + 64 - Number of geometry points - + 1 200.000 -1.330 0.000 + 2 0.000 -1.330 0.000 + 3 0.000 5.800 0.000 + 4 200.000 5.800 0.000 + 5 200.000 -0.280 0.000 + 6 150.000 -0.280 0.000 + 7 139.300 0.000 0.000 + 8 138.400 -0.020 0.000 + 9 137.500 -0.660 0.000 + 10 136.000 -0.240 0.000 + 11 133.000 0.300 0.000 + 12 131.500 0.580 0.000 + 13 130.000 0.950 0.000 + 14 126.000 1.970 0.000 + 15 125.000 2.140 0.000 + 16 123.500 2.150 0.000 + 17 120.000 2.140 0.000 + 18 118.000 2.280 0.000 + 19 116.500 2.580 0.000 + 20 111.600 4.670 0.000 + 21 102.600 8.100 0.000 + 22 101.200 8.360 0.000 + 23 100.000 8.420 0.000 + 24 99.200 8.320 0.000 + 25 95.000 6.840 0.000 + 26 93.000 6.360 0.000 + 27 87.500 5.590 0.000 + 28 78.000 3.700 0.000 + 29 61.000 -0.380 0.000 + 30 57.300 -0.540 0.000 + 31 0.000 -0.540 0.000 + 32 132.680 -0.250 0.000 + 33 124.260 1.770 0.000 + 34 115.640 1.750 0.000 + 35 101.350 7.430 0.000 + 36 99.690 7.490 0.000 + 37 94.770 6.200 0.000 + 38 88.310 5.200 0.000 + 39 82.240 3.870 0.000 + 40 64.090 -0.350 0.000 + 41 200.000 -0.800 0.000 + 42 0.000 -0.800 0.000 + 43 200.000 -3.700 0.000 + 44 0.000 -3.700 0.000 + 45 200.000 -4.100 0.000 + 46 0.000 -4.100 0.000 + 47 200.000 -5.000 0.000 + 48 0.000 -5.000 0.000 + 49 200.000 -9.500 0.000 + 50 0.000 -9.500 0.000 + 51 200.000 -10.500 0.000 + 52 0.000 -10.500 0.000 + 53 200.000 -18.000 0.000 + 54 0.000 -18.000 0.000 + 55 200.000 -1.330 0.000 + 56 137.500 -0.660 0.000 + 57 117.142 2.301 0.000 + 58 102.600 5.300 0.000 + 59 99.200 5.300 0.000 + 60 89.139 5.800 0.000 + 61 0.000 5.800 0.000 + 62 200.000 0.040 0.000 + 63 0.000 0.040 0.000 + 64 145.000 -1.330 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 + 32 10 + 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 + 36 35 + 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 37 + 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 + 29 40 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 32 + 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 + 44 43 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 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 + 52 51 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 56 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 57 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 58 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 59 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 60 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 62 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 55 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 64 +[END OF CURVES] + +[BOUNDARIES] + 10 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 44 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 43 + 2 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 42 + 3 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 41 + 4 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 40 + 5 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 39 + 6 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 38 + 7 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 26 25 36 37 27 5 4 3 2 1 + 8 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 26 25 36 35 34 33 32 31 30 29 + 28 27 5 4 3 2 1 + 9 - 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] + 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 + 7 - number of curves on PlLine, next line(s) are curvenumbers + 49 48 47 46 45 52 51 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 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] + 9 - 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 + 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 + Oude zeeklei + 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 + Veen + 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 + Oude zeeklei + 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 + Zand kleiig + 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 + Oude zeeklei + 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 + Dijkklei + 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 + Bekledingklei + 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] +Groninger zeedijk dijkvak 1D +toetsing macrostabiliteit binnenwaarts + +[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] + 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] + 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 +[CIRCLES] + 116.215 133.705 10 X-direction + 17.894 30.670 10 Y-direction + -0.279 -5.279 10 Tangent lines + 200.000 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] + 0.50 [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] + 9 +[LIFT SLIP DATA] + 200.000 200.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 200.000 200.000 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 + 0.00 = 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 + 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 + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = 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] + 200.00 = X co-ordinate indicating start of zone [m] + 200.00 = 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 + 200.00 = Left side minimum road [m] + 200.00 = 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]