Index: src/Deltares.DSoilModel.Data.Tests/Deltares.DSoilModel.Data.Tests.csproj =================================================================== diff -u -r403 -r462 --- src/Deltares.DSoilModel.Data.Tests/Deltares.DSoilModel.Data.Tests.csproj (.../Deltares.DSoilModel.Data.Tests.csproj) (revision 403) +++ src/Deltares.DSoilModel.Data.Tests/Deltares.DSoilModel.Data.Tests.csproj (.../Deltares.DSoilModel.Data.Tests.csproj) (revision 462) @@ -162,6 +162,10 @@ {37BC4D84-386E-425C-967B-CCF83E48A5F3} Deltares.DSoilModel.Data + + {99BF886D-E4BD-4298-960D-25F31C324395} + Deltares.DSoilModel.Forms + Index: src/Deltares.DSoilModel.Data.Tests/TestFiles/DGeoStability2D.sti =================================================================== diff -u --- src/Deltares.DSoilModel.Data.Tests/TestFiles/DGeoStability2D.sti (revision 0) +++ src/Deltares.DSoilModel.Data.Tests/TestFiles/DGeoStability2D.sti (revision 462) @@ -0,0 +1,1516 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares +LICENSE : Unknown +DATE : 10-Aug-16 +TIME : 09:18:56 +FILENAME : D:\D-Soil Model\trunk\test\DSoilModel-TestDocumenten\Files\DGeoStability2D.sti +CREATED BY : D-Geo Stability version 16.1.2.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1004 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=26.00 +SoilDilatancy=26.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=9.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei humeus +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=5 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=11.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=11.60 +SoilCuBottom=12.90 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +WL_zand +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei (0) +SoilColor=16744448 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen (0) +SoilColor=10485760 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei antropogeen (0) +SoilColor=16777088 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 45 - Number of geometry points - + 1 0.000 0.920 0.000 + 2 10.140 0.950 0.000 + 3 17.080 0.880 0.000 + 4 19.450 0.810 0.000 + 5 20.620 0.300 0.000 + 6 21.840 -0.610 0.000 + 7 23.080 -0.380 0.000 + 8 24.610 0.630 0.000 + 9 29.240 1.040 0.000 + 10 33.310 1.460 0.000 + 11 36.260 2.190 0.000 + 12 64.810 2.570 0.000 + 13 69.060 2.310 0.000 + 14 71.550 0.990 0.000 + 15 72.110 1.000 0.000 + 16 73.340 1.320 0.000 + 17 74.750 2.540 0.000 + 18 80.780 2.540 0.000 + 19 37.546 2.585 0.000 + 20 70.190 1.711 0.000 + 21 73.866 1.775 0.000 + 22 58.535 2.630 0.000 + 23 69.124 1.710 0.000 + 24 0.000 2.553 0.000 + 25 37.556 2.588 0.000 + 26 64.268 2.613 0.000 + 27 54.687 2.604 0.000 + 28 58.790 2.608 0.000 + 29 72.090 3.800 0.000 + 30 58.800 1.233 0.000 + 31 70.193 1.016 0.000 + 32 73.876 0.630 0.000 + 33 80.780 0.630 0.000 + 34 70.194 0.630 0.000 + 35 60.610 0.630 0.000 + 36 73.891 -1.200 0.000 + 37 80.780 -1.200 0.000 + 38 70.200 -1.200 0.000 + 39 0.000 -1.200 0.000 + 40 73.910 -3.500 0.000 + 41 80.780 -3.500 0.000 + 42 70.208 -3.500 0.000 + 43 0.000 -3.500 0.000 + 44 0.000 -10.000 0.000 + 45 80.780 -10.000 0.000 +[END OF POINTS] + +[CURVES] + 48 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 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 19 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 25 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 12 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 20 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 14 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 21 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 17 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 28 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 20 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 26 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 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 14 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 34 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 32 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 35 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 36 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 38 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 36 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 40 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 42 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 40 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 +[END OF CURVES] + +[BOUNDARIES] + 14 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 48 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 47 46 44 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 42 45 46 44 + 3 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 42 41 43 44 + 4 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 42 41 39 + 5 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 36 37 40 + 41 39 + 6 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 36 37 35 + 38 39 + 7 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 36 37 35 + 33 + 8 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 26 29 30 34 35 33 + 9 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 26 29 30 31 17 18 19 32 + 33 + 10 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 26 29 30 31 17 18 19 20 + 21 + 11 - Boundary number + 22 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 26 27 23 24 16 17 18 19 + 20 21 + 12 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 26 27 28 13 14 15 16 17 + 18 19 20 21 + 13 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 25 26 27 28 13 14 15 16 17 18 + 19 20 21 +[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] + 0 - Number of piezometric level lines - +[END OF PIEZO LINES] + +[PHREATIC LINE] + 0 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 199475.500 - X world 1 - + 502492.600 - Y world 1 - + 199485.500 - X world 2 - + 502492.600 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 13 - Number of layers - + 1 - Layer number, next line is material of layer + WL_zand + 0 - Piezometric level line at top of layer + 0 - 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 + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + veen (0) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + veen + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei (0) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei antropogeen + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + klei antropogeen (0) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei antropogeen + 0 - Piezometric level line at top of layer + 0 - 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 + zand antropogeen + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + klei antropogeen + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer + 13 - Layer number, next line is material of layer + klei + 0 - Piezometric level line at top of layer + 0 - 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] +Dwarsprofiel P10_05 +Binnenwaartse stabiliteit [STBI] +Km 10-0,2 +[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 0 0 0 0 0 0 0 0 0 + 100 0 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 +[CIRCLES] + 54.794 71.516 10 X-direction + 6.775 10.035 5 Y-direction + -2.032 -5.032 12 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 47.50 50.00 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 12 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = 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 + 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 + 0 0 = 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 +[WATER PRESSURE ON HORIZONTAL BAR] + 0 Use water pressure on horizontal bar +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 3.00 = Width top rest profile [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[MODEL SPECIAL] +IsAlternativeStrength=0 +IsAdditionalPorePressure=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: src/Deltares.DSoilModel.Data.Tests/DSoilModelProjectTest.cs =================================================================== diff -u -r403 -r462 --- src/Deltares.DSoilModel.Data.Tests/DSoilModelProjectTest.cs (.../DSoilModelProjectTest.cs) (revision 403) +++ src/Deltares.DSoilModel.Data.Tests/DSoilModelProjectTest.cs (.../DSoilModelProjectTest.cs) (revision 462) @@ -3,13 +3,15 @@ using System.IO; using System.Linq; using Deltares.DSoilModel.Data; +using Deltares.DSoilModel.Forms; using Deltares.Geographic; using Deltares.Geotechnics; using Deltares.Geotechnics.ConePenetrationTest; using Deltares.Geotechnics.Mechanisms; using Deltares.Geotechnics.TestUtils; using Deltares.Probabilistic; using Deltares.Standard; +using Deltares.Standard.Attributes; using Deltares.Standard.Maps; using Deltares.Standard.EventPublisher; using Deltares.Standard.Forms; @@ -849,5 +851,23 @@ return Path.GetFullPath(@"..\..\Deltares.DSoilModel.Data.Tests\TestFiles"); } + [TestCase(null, "AbovePhreaticLevel", 18.0)] + [TestCase(UserColumnFilters.MacrostabilityWti, "AbovePhreaticLevel", 18.0)] + [TestCase(UserColumnFilters.Piping, "AbovePhreaticLevel", 18.0)] + public void ReadGeometryFromFileTest_SoilParametersCheck(UserColumnFilters soilColumnFilter, string paramName, double expectedDoubleValue) + { + var project = new DSoilModelProject(); + Context.CurrentContext = new DSoilModelContext { SoilUserFilter = soilColumnFilter }; + + var fileName = Path.Combine(GetTestFilesPath(), "DGeoStability2D.sti"); + project.ReadGeometryFromFile(fileName); + + Assert.IsNotEmpty(project.Soils.Soils); + + var soil = project.Soils.GetSoilByName("klei antropogeen"); + var valueInSoil = soil.GetType().GetProperty(paramName).GetValue(soil, null); + + Assert.AreEqual(expectedDoubleValue, valueInSoil); + } } }