Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/DAM Tutorial Design0.soilmaterials.mdb =================================================================== diff -u Binary files differ Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/DWP_1.sti =================================================================== diff -u --- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/DWP_1.sti (revision 0) +++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/DWP_1.sti (revision 2916) @@ -0,0 +1,1666 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 12:18:50 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Y_005_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 10 = number of items +[SOIL] +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=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 +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=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 +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] +[SOIL] +wl_zand +SoilColor=6923673 +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] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 64 - 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 42.410 4.080 0.000 + 13 45.230 4.900 0.000 + 14 46.420 5.240 0.000 + 15 47.380 5.270 0.000 + 16 47.920 5.320 0.000 + 17 49.530 5.370 0.000 + 18 49.960 5.360 0.000 + 19 50.590 5.360 0.000 + 20 51.800 5.050 0.000 + 21 55.130 4.090 0.000 + 22 58.600 3.230 0.000 + 23 60.760 2.890 0.000 + 24 64.810 2.570 0.000 + 25 69.060 2.310 0.000 + 26 71.550 0.990 0.000 + 27 72.110 1.000 0.000 + 28 73.340 1.320 0.000 + 29 74.750 2.540 0.000 + 30 80.780 2.540 0.000 + 31 0.000 -10.000 0.000 + 32 80.780 -10.000 0.000 + 33 80.780 -1.200 0.000 + 34 0.000 -1.200 0.000 + 35 37.546 2.585 0.000 + 36 0.000 4.700 0.000 + 37 80.780 -0.200 0.000 + 38 80.780 3.630 0.000 + 39 22.120 4.700 0.000 + 40 70.416 1.595 0.000 + 41 0.000 -3.500 0.000 + 42 80.780 -3.500 0.000 + 43 80.780 0.630 0.000 + 44 50.697 4.700 0.000 + 45 70.190 1.711 0.000 + 46 73.866 1.775 0.000 + 47 70.208 -3.500 0.000 + 48 73.910 -3.500 0.000 + 49 70.194 0.630 0.000 + 50 73.876 0.630 0.000 + 51 70.200 -1.200 0.000 + 52 73.891 -1.200 0.000 + 53 72.090 3.800 0.000 + 54 59.000 3.900 0.000 + 55 49.000 4.500 0.000 + 56 47.897 4.486 0.000 + 57 50.482 4.760 0.000 + 58 58.535 2.630 0.000 + 59 69.124 1.710 0.000 + 60 60.610 0.630 0.000 + 61 70.193 1.016 0.000 + 62 58.800 1.233 0.000 + 63 58.553 2.630 0.000 + 64 73.657 1.595 0.000 +[END OF POINTS] + +[CURVES] + 67 - 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 35 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 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 45 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 26 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 46 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 29 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 39 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 47 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 42 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 60 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 49 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 43 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 51 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 33 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 44 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 49 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 51 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 47 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 50 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 52 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 48 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 38 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 54 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 62 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 61 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 26 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 55 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 56 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 58 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 57 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 45 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 63 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 40 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 64 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 37 +[END OF CURVES] + +[BOUNDARIES] + 13 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 33 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 35 36 37 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 42 48 36 37 + 3 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 42 43 51 37 + 4 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 + 5 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 38 39 47 + 43 44 + 6 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 38 39 40 + 50 44 + 7 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 38 39 40 + 41 + 8 - 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 13 14 59 58 55 56 46 40 + 41 + 9 - 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 13 14 59 58 55 56 57 28 + 29 30 49 41 + 10 - 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 13 14 59 58 55 56 57 28 + 29 30 31 32 + 11 - Boundary number + 28 - 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 62 60 + 61 63 27 28 29 30 31 32 + 12 - Boundary number + 32 - 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 28 29 30 + 31 32 +[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] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 34 45 64 65 66 67 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 34 53 54 52 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 12 - 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 + 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 + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei antropogeen + 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 + zand antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + klei antropogeen + 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] +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] + 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 0 0 0 0 0 0 0 0 0 + 100 0 + 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] + 54.794 71.516 10 X-direction + 6.775 10.035 5 Y-direction + -2.000 -5.000 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 + 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=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/ProfileOutput.xml =================================================================== diff -u --- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/ProfileOutput.xml (revision 0) +++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/ProfileOutput.xml (revision 2916) @@ -0,0 +1,37 @@ + + + + + + + + + + + + + + + + Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/test.xml =================================================================== diff -u --- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/test.xml (revision 0) +++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/test.xml (revision 2916) @@ -0,0 +1,103 @@ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ No newline at end of file Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/expectedTest.sti =================================================================== diff -u --- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/expectedTest.sti (revision 0) +++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/expectedTest.sti (revision 2916) @@ -0,0 +1,1461 @@ +Input file for DGSMStabDam : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 4/16/2018 +TIME : 14:42:07 +FILENAME : KernelWrappers\DamMacroStabilityCommon\TestData\test.sti +CREATED BY : DGeoStability version 18.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +wl_zand +SoilColor=12171263 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=1 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen +SoilColor=10944420 +SoilSoilType=4 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=20.50 +SoilDilatancy=20.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei +SoilColor=16777215 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=17.50 +SoilRestSlope=0 +SoilCohesion=3.50 +SoilPhi=18.50 +SoilDilatancy=18.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei antropogeen +SoilColor=7648893 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.90 +SoilGamWet=18.30 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=23.80 +SoilDilatancy=23.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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 antropogeen +SoilColor=5953498 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +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 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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] +dijksmateriaal_klei +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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 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26 56.390 2.570 0.000 + 27 60.640 2.310 0.000 + 28 61.770 2.000 0.000 + 29 63.130 0.990 0.000 + 30 63.690 1.000 0.000 + 31 64.920 1.320 0.000 + 32 65.446 2.000 0.000 + 33 66.330 2.540 0.000 + 34 72.360 2.540 0.000 + 35 106.000 2.540 0.000 + 36 0.000 -10.000 0.000 + 37 106.000 -10.000 0.000 + 38 0.000 -3.500 0.000 + 39 61.788 -3.500 0.000 + 40 65.490 -3.500 0.000 + 41 72.360 -3.500 0.000 + 42 106.000 -3.500 0.000 + 43 0.000 -1.200 0.000 + 44 61.780 -1.200 0.000 + 45 65.471 -1.200 0.000 + 46 72.360 -1.200 0.000 + 47 106.000 -1.200 0.000 + 48 52.190 0.630 0.000 + 49 61.774 0.630 0.000 + 50 65.456 0.630 0.000 + 51 72.360 0.630 0.000 + 52 106.000 0.630 0.000 + 53 61.773 1.016 0.000 + 54 65.446 1.775 0.000 + 55 29.126 2.585 0.000 + 56 39.477 4.486 0.000 + 57 40.580 4.500 0.000 + 58 50.380 1.233 0.000 + 59 42.062 4.760 0.000 + 60 50.115 2.630 0.000 + 61 60.704 1.710 0.000 + 62 61.770 1.711 0.000 + 63 0.000 4.400 0.000 + 64 35.090 4.400 0.000 + 65 38.000 3.900 0.000 + 66 42.170 3.900 0.000 + 67 52.340 2.690 0.000 + 68 60.640 1.600 0.000 + 69 66.330 1.600 0.000 + 70 106.000 1.600 0.000 + 71 0.000 -10.000 0.000 + 72 106.000 -10.000 0.000 + 73 0.000 4.400 0.000 + 74 106.000 4.400 0.000 + 75 0.000 -10.000 0.000 + 76 106.000 -10.000 0.000 +[END OF POINTS] + +[CURVES] + 79 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 39 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 40 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 48 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers 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12 13 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 65 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 66 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 67 + 74 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 68 + 75 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 69 + 76 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 69 70 + 77 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 71 72 + 78 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 73 74 + 79 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 75 76 +[END OF CURVES] + +[BOUNDARIES] + 16 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 2 3 4 5 + 2 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 6 7 3 4 5 + 3 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 6 8 9 4 5 + 4 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 6 8 10 11 + 5 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 61 12 13 14 15 16 17 18 19 20 + 8 10 11 + 6 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 61 12 13 14 15 16 17 18 19 21 + 22 10 11 + 7 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 61 12 13 14 15 16 17 18 19 21 + 23 24 + 8 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 61 12 13 14 15 16 17 18 19 25 + 26 27 28 29 30 23 24 + 9 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 61 12 13 14 15 16 17 18 19 25 + 26 27 28 29 31 32 33 + 10 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 61 12 13 14 15 16 17 18 19 25 + 26 27 28 68 69 32 33 + 11 - Boundary number + 25 - number of curves on boundary, next line(s) are curvenumbers + 61 12 13 14 15 16 17 34 35 36 + 37 38 39 40 41 42 43 44 26 27 + 28 68 69 32 33 + 12 - Boundary number + 30 - number of curves on boundary, next line(s) are curvenumbers + 61 12 13 14 15 16 17 34 35 36 + 37 38 39 40 45 46 64 65 47 48 + 49 50 51 52 27 28 68 69 32 33 + 13 - Boundary number + 34 - number of curves on boundary, next line(s) are curvenumbers + 61 12 13 14 15 16 17 34 35 36 + 37 38 39 40 45 46 64 65 47 53 + 54 55 56 57 58 59 60 52 27 28 + 68 69 32 33 + 14 - Boundary number + 34 - number of curves on boundary, next line(s) are curvenumbers + 61 12 13 14 15 16 17 34 35 36 + 37 38 39 40 45 46 64 65 47 53 + 54 55 56 57 58 59 66 67 27 28 + 68 69 32 33 + 15 - Boundary number + 34 - number of curves on boundary, next line(s) are curvenumbers + 61 12 13 14 15 16 17 34 35 36 + 62 63 39 40 45 46 64 65 47 53 + 54 55 56 57 58 59 66 67 27 28 + 68 69 32 33 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 16 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 16 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 16 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 70 71 72 73 74 75 76 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 77 + 3 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 78 + 4 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 79 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 15 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + 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 + 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 + klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei + 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 + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + klei antropogeen + 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 + dijksmateriaal_klei + 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 antropogeen + 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 + zand antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer + 13 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 13 - Boundarynumber at top of layer + 12 - Boundarynumber at bottom of layer + 14 - Layer number, next line is material of layer + dijksmateriaal_klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + dijksmateriaal_klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[END OF RUN IDENTIFICATION TITLES] +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[END OF MSEEPNET] +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[END OF UNIT WEIGHT WATER] +[DEGREE OF CONSOLIDATION] + 15 Number of layers + 15 100 + 14 100 100 + 13 100 100 100 + 12 100 100 100 100 + 11 100 100 100 100 100 + 10 100 100 100 100 100 100 + 9 100 100 100 100 100 100 100 + 8 100 100 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 50 50 50 50 50 50 50 50 50 + 50 100 50 50 50 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 40.085 65.085 26 X-direction + 5.838 16.708 12 Y-direction + 0.990 -3.358 9 Tangent lines + 0.000 0.000 0 no fixed point used +[END OF CIRCLES] +[SPENCER SLIP DATA] + 0 Number of points +[END OF SPENCER SLIP DATA] +[SPENCER SLIP DATA 2] + 0 Number of points +[END OF SPENCER SLIP DATA 2] +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[END OF SPENCER SLIP INTERVAL] +[LINE LOADS] + 0 = number of items +[END OF LINE LOADS] +[UNIFORM LOADS] + 1 = number of items +Verkeersbelasting + 13.00 = magnitude + 39.67 42.17 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[END OF UNIFORM LOADS] +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[END OF EARTH QUAKE] +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 1.50 [m] +[END OF MINIMAL REQUIRED CIRCLE DEPTH] +[SLIP CIRCLE SELECTION] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[END OF SLIP CIRCLE SELECTION] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[END OF START VALUE SAFETY FACTOR] +[REFERENCE LEVEL SU] + 16.000 Excavation gamma above freatic level + 18.000 Excavation gamma below freatic level + 0 number of points +[END OF REFERENCE LEVEL SU] + +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[END OF LIFT SLIP DATA] +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 15 - Number of layers + 3 3 = Pl-top and pl-bottom + 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 + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 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 99 = Pl-top and pl-bottom +[END OF EXTERNAL WATER LEVELS] +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[END OF MODEL FACTOR] +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = Width top rest profile [m] + 0.00 = X co-ordinate indicating start of zone [m] + 105.99 = Boundary of M.H.W influence at X [m] + 5.36 = Boundary of M.H.W influence at Y [m] + 0.00 = Required safety in zone 1a + 0.00 = Required safety in zone 1b + 0.00 = Required safety in zone 2a + 0.00 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[END OF NEWZONE PLOT DATA] +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[END OF REQUESTED CIRCLE SLICES] +[REQUESTED LIFT SLICES] + 50 = number of slices +[END OF REQUESTED LIFT SLICES] +[REQUESTED SPENCER SLICES] + 50 = number of slices +[END OF REQUESTED SPENCER SLICES] +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/1D1.sti =================================================================== diff -u --- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/1D1.sti (revision 0) +++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/1D1.sti (revision 2916) @@ -0,0 +1,1081 @@ +Input file for MStab : Stability of earth slopes. +============================================================================== +COMPANY : WL | Delft Hydraulics +LICENSE : L09795-070 +DATE : 16-6-2010 +TIME : 15:14:58 +FILENAME : D:\src\delftgeosystems\trunk\sources\Bin\Debug\TestData\1D1.sti +CREATED BY : MStab version 9.11.1.902 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +MStab=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = number of items +[SOIL] +DKN5 +SoilColor=7050602 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.80 +SoilGamWet=15.80 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.20 +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=0.75 +SoilStdPhi=3.18 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=1.00 +SoilDistPOP=3 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +DKN4 +SoilColor=32768 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.80 +SoilGamWet=15.80 +SoilRestSlope=0 +SoilCohesion=1.60 +SoilPhi=21.30 +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=0.40 +SoilStdPhi=3.20 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=1.00 +SoilDistPOP=3 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +OA +SoilColor=120796 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.70 +SoilGamWet=17.70 +SoilRestSlope=1 +SoilCohesion=4.00 +SoilPhi=17.60 +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=1.00 +SoilStdPhi=2.64 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=1.00 +SoilDistPOP=3 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +DKN3 +SoilColor=4227072 +SoilSoilType=4 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.40 +SoilGamWet=10.40 +SoilRestSlope=1 +SoilCohesion=4.50 +SoilPhi=17.50 +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=1.13 +SoilStdPhi=2.63 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=1.00 +SoilDistPOP=3 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +LM +SoilColor=9764853 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=1 +SoilCohesion=4.60 +SoilPhi=21.90 +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=1.15 +SoilStdPhi=3.29 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=1.00 +SoilDistPOP=3 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +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] + 68 - Number of geometry points - + 1 0.000 0.680 0.000 + 2 21.110 1.120 0.000 + 3 31.600 1.300 0.000 + 4 31.730 1.610 0.000 + 5 32.210 1.670 0.000 + 6 35.580 1.580 0.000 + 7 40.480 1.940 0.000 + 8 47.860 3.790 0.000 + 9 50.110 4.460 0.000 + 10 51.750 4.662 0.000 + 11 52.630 4.770 0.000 + 12 54.250 4.690 0.000 + 13 55.170 4.460 0.000 + 14 58.850 2.980 0.000 + 15 60.290 2.460 0.000 + 16 63.310 1.360 0.000 + 17 67.900 1.070 0.000 + 18 69.410 0.600 0.000 + 19 69.800 0.480 0.000 + 20 70.530 0.000 0.000 + 21 70.820 -0.190 0.000 + 22 71.550 -0.600 0.000 + 23 72.370 -1.060 0.000 + 24 72.380 -1.170 0.000 + 25 72.550 -1.460 0.000 + 26 73.860 -1.390 0.000 + 27 73.990 -1.160 0.000 + 28 74.570 -0.840 0.000 + 29 74.970 -0.600 0.000 + 30 76.170 0.110 0.000 + 31 86.660 0.270 0.000 + 32 103.280 0.220 0.000 + 33 123.950 0.120 0.000 + 34 0.000 -10.000 0.000 + 35 123.950 -10.000 0.000 + 36 0.000 -0.600 0.000 + 37 123.950 -0.600 0.000 + 38 0.000 -1.800 0.000 + 39 123.950 -1.800 0.000 + 40 0.000 -2.800 0.000 + 41 123.950 -2.800 0.000 + 42 0.000 -4.000 0.000 + 43 123.950 -4.000 0.000 + 44 0.000 -5.000 0.000 + 45 123.950 -5.000 0.000 + 46 0.000 3.500 0.000 + 47 46.703 3.500 0.000 + 48 50.110 3.000 0.000 + 49 55.170 2.000 0.000 + 50 63.310 1.260 0.000 + 51 67.900 -1.200 0.000 + 52 76.170 -1.200 0.000 + 53 123.950 -1.200 0.000 + 54 0.000 4.000 0.000 + 55 123.950 4.000 0.000 + 56 0.000 3.500 0.000 + 57 31.600 3.500 0.000 + 58 72.550 1.144 0.000 + 59 74.570 1.144 0.000 + 60 123.950 -0.339 0.000 + 61 0.000 3.500 0.000 + 62 31.600 3.500 0.000 + 63 72.550 0.208 0.000 + 64 74.970 0.208 0.000 + 65 110.875 -1.200 0.000 + 66 123.950 -1.200 0.000 + 67 37.109 -1.456 0.000 + 68 43.947 -6.785 0.000 +[END OF POINTS] + +[CURVES] + 58 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 22 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 37 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 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 + 18 19 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 57 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 58 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 62 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 65 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 66 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 67 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 39 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 68 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 45 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 +[END OF CURVES] + +[BOUNDARIES] + 8 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 58 + 1 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 56 57 + 2 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 4 + 3 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 3 + 4 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 54 55 + 5 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 1 26 27 28 29 30 31 32 2 + 6 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 1 26 27 28 29 30 31 32 33 34 + 35 36 + 7 - Boundary number + 32 - number of curves on boundary, next line(s) are curvenumbers + 5 6 7 8 9 10 11 12 13 14 + 15 16 17 18 19 20 21 22 23 24 + 25 26 27 28 29 30 31 32 33 34 + 35 36 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 8 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 8 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 8 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 37 38 39 40 41 42 43 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 44 + 3 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 45 46 47 48 + 4 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 49 50 51 52 53 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 7 - Number of layers - + 1 - Layer number, next line is material of layer + LM + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + DKN3 + 2 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + DKN3 + 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 + OA + 4 - Piezometric level line at top of layer + 4 - 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 + DKN4 + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + DKN5 + 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 + DKN5 + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[MODEL] + 1 : Bishop + 1 : C phi + 1 : Probabilistic on + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 7 Number of layers + 7 100 + 6 100 100 + 5 100 100 100 + 4 100 100 100 100 + 3 100 100 100 100 100 + 2 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 +[CIRCLES] + 54.250 59.250 6 X-direction + 5.270 17.730 13 Y-direction + -1.460 -7.690 13 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeersbelasting + 13.00 = magnitude + 51.75 54.25 = xstart and xend + 0.00 = distribution angle + 1 = permanent 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] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 7 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 7 - Number of layers + 3 3 = Pl-top and pl-bottom + 2 3 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 4 4 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 117.93 = Boundary of M.H.W influence at X [m] + 4.76 = Boundary of M.H.W influence at Y [m] + 0.00 = Required safety in zone 1a + 0.00 = Required safety in zone 1b + 1.05 = Required safety in zone 2a + 1.03 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.20 +CrossOverScatterFraction=1.00 +CrossOverSinglePointFraction=0.00 +CrossOverDoublePointFraction=0.00 +MutationJumpFraction=1.00 +MutationCreepFraction=0.00 +MutationInverseFraction=0.00 +MutationCreepReduction=0.05 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=30 +GenerationCount=60 +EliteCount=2 +MutationRate=0.20 +CrossOverScatterFraction=1.00 +CrossOverSinglePointFraction=0.00 +CrossOverDoublePointFraction=0.00 +MutationJumpFraction=1.00 +MutationCreepFraction=0.00 +MutationInverseFraction=0.00 +MutationCreepReduction=0.05 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.30 +CrossOverScatterFraction=1.00 +CrossOverSinglePointFraction=0.00 +CrossOverDoublePointFraction=0.00 +MutationJumpFraction=1.00 +MutationCreepFraction=0.00 +MutationInverseFraction=0.00 +MutationCreepReduction=0.05 +[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: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/soilmaterials.mdb =================================================================== diff -u Binary files differ Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/OutwardsZones.sti =================================================================== diff -u --- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/OutwardsZones.sti (revision 0) +++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/OutwardsZones.sti (revision 2916) @@ -0,0 +1,1594 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares +LICENSE : Unknown +DATE : 1/19/2018 +TIME : 5:09:58 PM +FILENAME : D:\MWDAM-1057\Invoer DAM\Actualisatie.Calc\Stability\Bishop\Loc(RK210-560)_Sce(1)_Pro(Segment_1_1D1).sti +CREATED BY : D-Geo Stability version 16.2.1.4 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1002 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1000 +D-Geo Stability=1006 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +veen +SoilColor=536870911 +SoilSoilType=4 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.15 +SoilGamWet=10.20 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Veen +SoilBondStressTableName= +SoilMatStrengthType=2 +SoilProbInputValues=0 +SoilRatioCuPc=0.00 +SoilStrengthIncreaseExponent=0.80 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +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=0.00 +SoilVertFluctScaleCoh=0.00 +SoilNumberOfTestsCoh=0 +SoilVarianceRatioCoh=0.00 +SoilHorFluctScalePhi=0.00 +SoilVertFluctScalePhi=0.00 +SoilNumberOfTestsPhi=0 +SoilVarianceRatioPhi=0.00 +SoilRRatio=0.0000001 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +DeL_Tss_1 +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.05 +SoilGamWet=17.74 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei_Calais +SoilBondStressTableName= +SoilMatStrengthType=2 +SoilProbInputValues=0 +SoilRatioCuPc=0.00 +SoilStrengthIncreaseExponent=0.80 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +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=0.00 +SoilVertFluctScaleCoh=0.00 +SoilNumberOfTestsCoh=0 +SoilVarianceRatioCoh=0.00 +SoilHorFluctScalePhi=0.00 +SoilVertFluctScalePhi=0.00 +SoilNumberOfTestsPhi=0 +SoilVarianceRatioPhi=0.00 +SoilRRatio=0.0000001 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +DeL_Tfg +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.46 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei_Calais +SoilBondStressTableName= +SoilMatStrengthType=2 +SoilProbInputValues=0 +SoilRatioCuPc=0.00 +SoilStrengthIncreaseExponent=0.80 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +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=0.00 +SoilVertFluctScaleCoh=0.00 +SoilNumberOfTestsCoh=0 +SoilVarianceRatioCoh=0.00 +SoilHorFluctScalePhi=0.00 +SoilVertFluctScalePhi=0.00 +SoilNumberOfTestsPhi=0 +SoilVarianceRatioPhi=0.00 +SoilRRatio=0.0000001 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +DeL_Tcs +SoilColor=16777215 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.05 +SoilGamWet=17.74 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei_Calais +SoilBondStressTableName= +SoilMatStrengthType=2 +SoilProbInputValues=0 +SoilRatioCuPc=0.00 +SoilStrengthIncreaseExponent=0.80 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=1 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +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=0.00 +SoilVertFluctScaleCoh=0.00 +SoilNumberOfTestsCoh=0 +SoilVarianceRatioCoh=0.00 +SoilHorFluctScalePhi=0.00 +SoilVertFluctScalePhi=0.00 +SoilNumberOfTestsPhi=0 +SoilVarianceRatioPhi=0.00 +SoilRRatio=0.0000001 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +DeL_Ffg +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=12.65 +SoilGamWet=12.70 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei_Calais +SoilBondStressTableName= +SoilMatStrengthType=2 +SoilProbInputValues=0 +SoilRatioCuPc=0.00 +SoilStrengthIncreaseExponent=0.80 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +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=0.00 +SoilVertFluctScaleCoh=0.00 +SoilNumberOfTestsCoh=0 +SoilVarianceRatioCoh=0.00 +SoilHorFluctScalePhi=0.00 +SoilVertFluctScalePhi=0.00 +SoilNumberOfTestsPhi=0 +SoilVarianceRatioPhi=0.00 +SoilRRatio=0.0000001 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +DeL_Kms +SoilColor=16777215 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand +SoilBondStressTableName= +SoilMatStrengthType=2 +SoilProbInputValues=0 +SoilRatioCuPc=0.00 +SoilStrengthIncreaseExponent=0.80 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=1 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +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=0.00 +SoilVertFluctScaleCoh=0.00 +SoilNumberOfTestsCoh=0 +SoilVarianceRatioCoh=0.00 +SoilHorFluctScalePhi=0.00 +SoilVertFluctScalePhi=0.00 +SoilNumberOfTestsPhi=0 +SoilVarianceRatioPhi=0.00 +SoilRRatio=0.0000001 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +DeL_Ssc +SoilColor=16777215 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand +SoilBondStressTableName= +SoilMatStrengthType=2 +SoilProbInputValues=0 +SoilRatioCuPc=0.00 +SoilStrengthIncreaseExponent=0.80 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=1 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +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=0.00 +SoilVertFluctScaleCoh=0.00 +SoilNumberOfTestsCoh=0 +SoilVarianceRatioCoh=0.00 +SoilHorFluctScalePhi=0.00 +SoilVertFluctScalePhi=0.00 +SoilNumberOfTestsPhi=0 +SoilVarianceRatioPhi=0.00 +SoilRRatio=0.0000001 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +DUMMY +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamWet=0.01 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Veen +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.00 +SoilStrengthIncreaseExponent=0.80 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +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=0.00 +SoilVertFluctScaleCoh=0.00 +SoilNumberOfTestsCoh=0 +SoilVarianceRatioCoh=0.00 +SoilHorFluctScalePhi=0.00 +SoilVertFluctScalePhi=0.00 +SoilNumberOfTestsPhi=0 +SoilVarianceRatioPhi=0.00 +SoilRRatio=0.0000001 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 85 - Number of geometry points - + 1 0.000 -2.770 0.000 + 2 0.519 -2.990 0.000 + 3 0.968 -3.160 0.000 + 4 1.502 -3.350 0.000 + 5 1.993 -3.460 0.000 + 6 2.413 -3.530 0.000 + 7 2.905 -3.700 0.000 + 8 3.454 -3.710 0.000 + 9 3.894 -3.530 0.000 + 10 4.294 -3.550 0.000 + 11 4.848 -3.580 0.000 + 12 5.455 -3.490 0.000 + 13 6.024 -3.330 0.000 + 14 6.529 -3.150 0.000 + 15 6.858 -3.050 0.000 + 16 7.491 -3.010 0.000 + 17 7.861 -2.980 0.000 + 18 8.281 -2.940 0.000 + 19 8.879 -2.910 0.000 + 20 8.950 -2.905 0.000 + 21 9.279 -2.880 0.000 + 22 9.798 -2.830 0.000 + 23 10.160 -2.600 0.000 + 24 10.382 -2.380 0.000 + 25 10.738 -1.990 0.000 + 26 11.079 -1.889 0.000 + 27 11.449 -1.780 0.000 + 28 12.161 -1.700 0.000 + 29 12.873 -1.690 0.000 + 30 13.579 -1.710 0.000 + 31 14.291 -1.770 0.000 + 32 15.002 -1.910 0.000 + 33 15.714 -2.020 0.000 + 34 16.420 -2.310 0.000 + 35 17.132 -2.440 0.000 + 36 17.844 -2.560 0.000 + 37 18.549 -2.710 0.000 + 38 19.261 -2.860 0.000 + 39 19.973 -2.980 0.000 + 40 20.685 -3.130 0.000 + 41 21.382 -3.230 0.000 + 42 22.094 -3.380 0.000 + 43 22.806 -3.480 0.000 + 44 23.518 -3.600 0.000 + 45 24.223 -3.700 0.000 + 46 24.935 -3.750 0.000 + 47 25.647 -3.820 0.000 + 48 26.359 -3.910 0.000 + 49 27.064 -3.940 0.000 + 50 27.776 -4.060 0.000 + 51 28.488 -4.280 0.000 + 52 29.200 -4.220 0.000 + 53 29.905 -4.240 0.000 + 54 30.617 -4.260 0.000 + 55 31.329 -4.270 0.000 + 56 0.000 -45.000 0.000 + 57 31.329 -45.000 0.000 + 58 0.000 -5.000 0.000 + 59 31.329 -5.000 0.000 + 60 0.000 -5.500 0.000 + 61 31.329 -5.500 0.000 + 62 0.000 -12.000 0.000 + 63 31.329 -12.000 0.000 + 64 0.000 -15.000 0.000 + 65 31.329 -15.000 0.000 + 66 0.000 -25.000 0.000 + 67 31.329 -25.000 0.000 + 68 10.729 -2.000 0.000 + 69 15.585 -2.000 0.000 + 70 0.000 -2.520 0.000 + 71 10.241 -2.520 0.000 + 72 11.079 -2.320 0.000 + 73 14.291 -2.320 0.000 + 74 27.776 -4.260 0.000 + 75 28.488 -4.480 0.000 + 76 29.200 -4.420 0.000 + 77 29.905 -4.440 0.000 + 78 30.617 -4.460 0.000 + 79 31.329 -4.470 0.000 + 80 0.000 -45.000 0.000 + 81 31.329 -45.000 0.000 + 82 0.000 -3.651 0.000 + 83 31.329 -3.651 0.000 + 84 0.000 -3.651 0.000 + 85 31.329 -3.651 0.000 +[END OF POINTS] + +[CURVES] + 75 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 57 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 69 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 61 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 65 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 67 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 68 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 25 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 69 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 69 33 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 71 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 71 72 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 72 73 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 73 74 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 74 75 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 75 76 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 76 77 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 77 78 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 78 79 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 80 81 + 74 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 82 83 + 75 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 84 85 +[END OF CURVES] + +[BOUNDARIES] + 8 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 7 + 2 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 6 + 3 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 5 + 4 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 4 + 5 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 3 + 6 - Boundary number + 48 - number of curves on boundary, next line(s) are curvenumbers + 8 9 10 11 12 13 14 15 16 17 + 18 19 20 21 22 23 24 25 26 27 + 28 29 30 31 2 41 42 43 44 45 + 46 47 48 49 50 51 52 53 54 55 + 56 57 58 59 60 61 62 63 + 7 - Boundary number + 56 - number of curves on boundary, next line(s) are curvenumbers + 8 9 10 11 12 13 14 15 16 17 + 18 19 20 21 22 23 24 25 26 27 + 28 29 30 31 32 33 34 35 36 37 + 38 39 40 41 42 43 44 45 46 47 + 48 49 50 51 52 53 54 55 56 57 + 58 59 60 61 62 63 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 8 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 8 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 8 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 9 - number of curves on PlLine, next line(s) are curvenumbers + 64 65 66 67 68 69 70 71 72 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 73 + 3 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 74 + 4 - 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] + 7 - Number of layers - + 1 - Layer number, next line is material of layer + DeL_Ssc + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + DeL_Kms + 3 - Piezometric level line at top of layer + 3 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + DeL_Ffg + 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 + DeL_Tcs + 4 - Piezometric level line at top of layer + 4 - 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 + DeL_Tfg + 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 + DeL_Tss_1 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + veen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 1 : Zone plot on + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 7 Number of layers + 7 100 + 6 100 100 + 5 100 100 100 + 4 100 100 100 100 + 3 100 100 100 100 100 + 2 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 +[CIRCLES] + 0.000 12.685 16 X-direction + -1.193 3.851 6 Y-direction + -3.710 -6.710 7 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 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] + 3 = number of items +[STRESS CURVE] +Veen +6 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=2.00 +SoilStressTableTau=1.90 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=5.00 +SoilStressTableTau=2.80 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.00 +SoilStressTableTau=4.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=20.00 +SoilStressTableTau=7.90 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=50.00 +SoilStressTableTau=18.70 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei_Calais +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.42 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.36 +SoilStressTableTau=3.91 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=15.12 +SoilStressTableTau=6.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=20.88 +SoilStressTableTau=8.34 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.64 +SoilStressTableTau=10.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=32.40 +SoilStressTableTau=12.16 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.16 +SoilStressTableTau=13.77 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.92 +SoilStressTableTau=15.13 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.68 +SoilStressTableTau=16.83 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=55.44 +SoilStressTableTau=17.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=110.79 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 1.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL SU] + 16.000 Excavation gamma above freatic level + 18.000 Excavation gamma below freatic level + 2 number of points + 0.000 -45.000 x y + 31.329 -45.000 x y +[END OF REFERENCE LEVEL SU] + +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 7 - Number of layers + 3 3 = Pl-top and pl-bottom + 3 3 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 4 4 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + -1.70 = Diketable Height [m] + 3.00 = Width top rest profile [m] + 10.00 = X co-ordinate indicating start of zone [m] + 12.00 = Boundary of M.H.W influence at X [m] + -2.50 = Boundary of M.H.W influence at Y [m] + 0.50 = Required safety in zone 1a + 0.50 = Required safety in zone 1b + 0.50 = Required safety in zone 2a + 0.50 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 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=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[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: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/SimpleGeometry.sti =================================================================== diff -u --- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/SimpleGeometry.sti (revision 0) +++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/SimpleGeometry.sti (revision 2916) @@ -0,0 +1,575 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 30-11-2018 +TIME : 14:12:39 +FILENAME : D:\src\dam\DamEngine\trunk\src\Deltares.DamEngine.Calculators.Tests\KernelWrappers\DamMacroStabilityCommon\TestData\SimpleGeometry.sti +CREATED BY : D-Geo Stability version 18.1.1.3 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1001 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 2 = number of items +[SOIL] +OA +SoilColor=120796 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.70 +SoilGamWet=17.70 +SoilRestSlope=1 +SoilCohesion=4.00 +SoilPhi=17.60 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=1.00 +SoilStdPhi=2.64 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=1.00 +SoilDistPOP=3 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +LM +SoilColor=9764853 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=1 +SoilCohesion=4.60 +SoilPhi=21.90 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=1.15 +SoilStdPhi=3.29 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=1.00 +SoilDistPOP=3 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +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] + 6 - Number of geometry points - + 1 0.000 1.000 0.000 + 2 100.000 1.000 0.000 + 3 0.000 -5.000 0.000 + 4 100.000 -5.000 0.000 + 5 0.000 -10.000 0.000 + 6 100.000 -10.000 0.000 +[END OF POINTS] + +[CURVES] + 3 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 +[END OF CURVES] + +[BOUNDARIES] + 3 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 3 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 2 + 2 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 3 - Number of boundaries - + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 3 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 3 - Number of boundaries - + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 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] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 2 - Number of layers - + 1 - Layer number, next line is material of layer + LM + 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 + OA + 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 +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[END OF RUN IDENTIFICATION TITLES] +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[END OF MSEEPNET] +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[END OF UNIT WEIGHT WATER] +[DEGREE OF CONSOLIDATION] + 2 Number of layers + 2 100 + 1 100 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 100 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 0.000 0.000 1 X-direction + 0.000 0.000 1 Y-direction + 0.000 0.000 0 Tangent lines + 0.000 0.000 0 no fixed point used +[END OF CIRCLES] +[SPENCER SLIP DATA] + 0 Number of points +[END OF SPENCER SLIP DATA] +[SPENCER SLIP DATA 2] + 0 Number of points +[END OF SPENCER SLIP DATA 2] +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[END OF SPENCER SLIP INTERVAL] +[LINE LOADS] + 0 = number of items +[END OF LINE LOADS] +[UNIFORM LOADS] + 0 = number of items +[END OF UNIFORM LOADS] +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[END OF EARTH QUAKE] +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[END OF MINIMAL REQUIRED CIRCLE DEPTH] +[SLIP CIRCLE SELECTION] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[END OF SLIP CIRCLE SELECTION] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[END OF START VALUE SAFETY FACTOR] +[REFERENCE LEVEL SU] + 16.000 Excavation gamma above freatic level + 18.000 Excavation gamma below freatic level + 0 number of points +[END OF REFERENCE LEVEL SU] + +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[END OF LIFT SLIP DATA] +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 2 - Number of layers + 3 3 = Pl-top and pl-bottom + 2 3 = Pl-top and pl-bottom +[END OF EXTERNAL WATER LEVELS] +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[END OF MODEL FACTOR] +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 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 +[END OF NEWZONE PLOT DATA] +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[END OF REQUESTED CIRCLE SLICES] +[REQUESTED LIFT SLICES] + 50 = number of slices +[END OF REQUESTED LIFT SLICES] +[REQUESTED SPENCER SLICES] + 50 = number of slices +[END OF REQUESTED SPENCER SLICES] +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=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: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/Geometry2DSectionAssemblerTest.cs =================================================================== diff -u --- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/Geometry2DSectionAssemblerTest.cs (revision 0) +++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/Geometry2DSectionAssemblerTest.cs (revision 2916) @@ -0,0 +1,207 @@ +// Copyright (C) Stichting Deltares 2019. All rights reserved. +// +// This file is part of the Dam Engine. +// +// The Dam Engine is free software: you can redistribute it and/or modify +// it under the terms of the GNU Affero 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 Affero General Public License for more details. +// +// You should have received a copy of the GNU Affero 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 System.Xml.Linq; +using Deltares.DamEngine.Calculators.General; +using Deltares.DamEngine.Calculators.KernelWrappers.Assemblers; +using Deltares.DamEngine.Data.Geotechnics; +using Deltares.DamEngine.TestHelpers; +using NUnit.Framework; + +namespace Deltares.DamEngine.Calculators.Tests.KernelWrappers.Assemblers +{ + [TestFixture] + public class Geometry2DSectionAssemblerTest + { + private const string TestFolder = @"..\..\Deltares.DamEngine.Calculators.Tests\KernelWrappers\Assemblers\TestData"; + private string outputXml = Path.Combine(TestFolder, "ProfileOutput.xml"); + private const string testDirectory = "TestResults"; + private const string testFileName = "Geometry2DSectionAssemblerTest.xml"; + private const double cTolerance = 1e-8; + private Geometry2DSectionAssembler assembler; + private Geometry2DSectionParameters geometry2DSectionParameters; + #region Setup/Teardown + + [SetUp] + public void TestSetup() + { + const string soilGeometry2DName = "SoilGeometry2DName"; + this.assembler = new Geometry2DSectionAssembler(); + this.geometry2DSectionParameters = new Geometry2DSectionParameters(); + this.geometry2DSectionParameters.XCoordinateSection = 65.4; + this.geometry2DSectionParameters.SoilGeometry2DName = soilGeometry2DName; + // Soil profiles + var soilProfile = new SoilProfile1D(); + soilProfile.Name = "SoilProfile1"; + soilProfile.BottomLevel = -25.3; + Soil soilClay = new Soil("Clay", 20.0, 20.0); + Soil soilPeat = new Soil("Peat", 20.0, 20.0); + Soil soilSand = new Soil("Sand", 20.0, 20.0); + var layer = new SoilLayer1D(); + layer.Name = "L1"; + layer.SoilName = "Layer 1"; + layer.TopLevel = -1.52; + layer.Soil = soilClay; + layer.IsAquifer = false; + soilProfile.Layers.Add(layer); + layer = new SoilLayer1D(); + layer.Name = "L2"; + layer.SoilName = "Layer 2"; + layer.TopLevel = -3.18; + layer.Soil = soilPeat; + layer.IsAquifer = false; + soilProfile.Layers.Add(layer); + layer = new SoilLayer1D(); + layer.Name = "L3"; + layer.SoilName = "Layer 3"; + layer.TopLevel = -7.37; + layer.Soil = soilSand; + layer.IsAquifer = true; + soilProfile.Layers.Add(layer); + layer = new SoilLayer1D(); + layer.Name = "L4"; + layer.SoilName = "Layer 4"; + layer.TopLevel = -12.28; + layer.Soil = soilPeat; + layer.IsAquifer = false; + soilProfile.Layers.Add(layer); + layer = new SoilLayer1D(); + layer.Name = "L5"; + layer.SoilName = "Layer 5"; + layer.TopLevel = -15.62; + layer.Soil = soilClay; + layer.IsAquifer = false; + soilProfile.Layers.Add(layer); + layer = new SoilLayer1D(); + layer.Name = "L6"; + layer.SoilName = "Layer 6"; + layer.TopLevel = -18.39; + layer.Soil = soilSand; + layer.IsAquifer = true; + soilProfile.Layers.Add(layer); + this.geometry2DSectionParameters.SoilProfile = soilProfile; + } + + #endregion + + + [TestFixtureSetUp] + public void TestFixtureSetup() + { + } + + [Test] + [Category(Categories.WorkInProgress)] + public void CanCreateAndValidateGeometry2DSectionXML() + { + // Do the thing: create XML element from SoilProfile + XDocument doc = this.assembler.CreateDataTransferObject(this.geometry2DSectionParameters); + + Directory.CreateDirectory(testDirectory); + doc.Save(Path.Combine(testDirectory, testFileName)); + + //// Validate against schema + //string message; + //if (!this.assembler.ValidateSchema(doc, out message)) + //{ + // Assert.Fail("SCHEMA VALIDATION: " + message); + //} + + // Compare resulting XML to original object + + // Input + XElement inputElement = (from element in doc.Root.Descendants() + where element.Name.LocalName == Geometry2DSectionAssembler.XmlElementGeometry2DSectionInput + select element).Single(); + + // Database + Assert.AreEqual(this.geometry2DSectionParameters.SoilGeometry2DName, inputElement.AttributeAs(Geometry2DSectionAssembler.XmlAttributeSoilGeometry2DFilename), String.Format("{0}", Geometry2DSectionAssembler.XmlAttributeSoilGeometry2DFilename)); + Assert.AreEqual(this.geometry2DSectionParameters.XCoordinateSection, inputElement.AttributeAs(Geometry2DSectionAssembler.XmlAttributeXCoordinateSection), String.Format("{0}", Geometry2DSectionAssembler.XmlAttributeXCoordinateSection)); + + + // Profile + IEnumerable soilProfileCollectionElements = from element in doc.Root.Descendants() + where element.Name.LocalName == XMLAttributes.XmlElementProfile + select element; + + Assert.AreEqual(1, soilProfileCollectionElements.Count(), "Number of profiles"); + + XElement soilProfileElement = soilProfileCollectionElements.Single(); + + Assert.IsNotNull(soilProfileElement.Attribute(XMLAttributes.XmlAttributeName), String.Format("{0}", XMLAttributes.XmlAttributeName)); + Assert.AreEqual(geometry2DSectionParameters.SoilProfile.Name, soilProfileElement.AttributeAs(XMLAttributes.XmlAttributeName), String.Format("{0}", XMLAttributes.XmlAttributeName)); + Assert.IsNotNull(soilProfileElement.Attribute(XMLAttributes.XmlAttributeXCoordinate), String.Format("{0}", XMLAttributes.XmlAttributeXCoordinate)); + Assert.IsNotNull(soilProfileElement.Attribute(XMLAttributes.XmlAttributeYCoordinate), String.Format("{0}", XMLAttributes.XmlAttributeYCoordinate)); + Assert.IsNotNull(soilProfileElement.Attribute(XMLAttributes.XmlAttributePhreaticLevel), String.Format("{0}", XMLAttributes.XmlAttributePhreaticLevel)); + Assert.IsNotNull(soilProfileElement.Attribute(XMLAttributes.XmlAttributeHasPhreaticLevel), String.Format("{0}", XMLAttributes.XmlAttributeHasPhreaticLevel)); + Assert.IsNotNull(soilProfileElement.Attribute(XMLAttributes.XmlAttributeBottomLevel), String.Format("{0}", XMLAttributes.XmlAttributeBottomLevel)); + Assert.AreEqual(geometry2DSectionParameters.SoilProfile.BottomLevel, soilProfileElement.AttributeAs(XMLAttributes.XmlAttributeBottomLevel), cTolerance, String.Format("{0}", XMLAttributes.XmlAttributeBottomLevel)); + // Created no PL line so characteristic layers are unassigned + Assert.IsNotNull(soilProfileElement.Attribute(XMLAttributes.XmlAttributeBottomSandLayerID), XMLAttributes.XmlAttributeBottomSandLayerID); + Assert.IsNotNull(soilProfileElement.Attribute(XMLAttributes.XmlAttributeInBetweenSandLayerID), XMLAttributes.XmlAttributeInBetweenSandLayerID); + Assert.IsNull(soilProfileElement.Attribute(XMLAttributes.XmlAttributeInfiltrationLayerID), XMLAttributes.XmlAttributeInfiltrationLayerID); + + // Profile layers + IEnumerable layersCollectionElements = from element in soilProfileElement.Descendants() + where element.Name.LocalName == XMLAttributes.XmlElementLayers + select element; + + Assert.AreEqual(1, layersCollectionElements.Count(), "profile layer collection tag"); + + IEnumerable layerCollectionElements = from element in layersCollectionElements.Descendants() + where element.Name.LocalName == XMLAttributes.XmlElementLayer + select element; + + Assert.AreEqual(geometry2DSectionParameters.SoilProfile.Layers.Count, layerCollectionElements.Count(), "Number of profile layers"); + + IEnumerator layerElementEnumerator = layerCollectionElements.GetEnumerator(); + foreach (SoilLayer1D layer in geometry2DSectionParameters.SoilProfile.Layers) + { + layerElementEnumerator.MoveNext(); + XElement layerElement = layerElementEnumerator.Current; + Assert.IsNotNull(layerElement.Attribute(XMLAttributes.XmlAttributeID), String.Format("{0}", String.Format("ID of layer #{0}", geometry2DSectionParameters.SoilProfile.Layers.IndexOf(layer)))); + Assert.AreEqual(layer.Name, layerElement.AttributeAs(XMLAttributes.XmlAttributeID), String.Format("ID of layer #{0}", geometry2DSectionParameters.SoilProfile.Layers.IndexOf(layer))); + Assert.IsNotNull(layerElement.Attribute(XMLAttributes.XmlAttributeSoilID), String.Format("{0}", String.Format("SoilID of layer #{0}", geometry2DSectionParameters.SoilProfile.Layers.IndexOf(layer)))); + Assert.AreEqual(layer.Soil.Name, layerElement.AttributeAs(XMLAttributes.XmlAttributeSoilID), String.Format("SoilID of layer #{0}", geometry2DSectionParameters.SoilProfile.Layers.IndexOf(layer))); + Assert.IsNotNull(layerElement.Attribute(XMLAttributes.XmlAttributeTopLevel), String.Format("{0}", String.Format("TopLevel of layer #{0}", geometry2DSectionParameters.SoilProfile.Layers.IndexOf(layer)))); + Assert.AreEqual(layer.TopLevel, layerElement.AttributeAs(XMLAttributes.XmlAttributeTopLevel), String.Format("TopLevel of layer #{0}", geometry2DSectionParameters.SoilProfile.Layers.IndexOf(layer))); + } + + } + + [Test] + public void CanReadGeometry2DSectionXML() + { + XDocument doc = XDocument.Load(outputXml); + Geometry2DSectionParameters geometry2DSectionParameters = assembler.CreateOutputObject(doc); + Assert.AreEqual(6, geometry2DSectionParameters.SoilProfile.Layers.Count); + Assert.AreEqual(-10, geometry2DSectionParameters.SoilProfile.BottomLevel, cTolerance); + Assert.IsTrue(geometry2DSectionParameters.SoilProfile.Layers[3].SoilName.Equals("DKN3")); + Assert.AreEqual(-2.8, geometry2DSectionParameters.SoilProfile.Layers[3].TopLevel, cTolerance); + Assert.IsTrue(geometry2DSectionParameters.SoilGeometry2DName.Equals("1D1.sti")); + Assert.AreEqual(64.0, geometry2DSectionParameters.XCoordinateSection, cTolerance); + } + } +} \ No newline at end of file Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/Expected1D1.xml =================================================================== diff -u --- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/Expected1D1.xml (revision 0) +++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/Expected1D1.xml (revision 2916) @@ -0,0 +1,64 @@ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ No newline at end of file Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/soilmaterialsOutwards.mdb =================================================================== diff -u Binary files differ Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/Deltares.DamEngine.Calculators.Tests.csproj =================================================================== diff -u -r2910 -r2916 --- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/Deltares.DamEngine.Calculators.Tests.csproj (.../Deltares.DamEngine.Calculators.Tests.csproj) (revision 2910) +++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/Deltares.DamEngine.Calculators.Tests.csproj (.../Deltares.DamEngine.Calculators.Tests.csproj) (revision 2916) @@ -96,6 +96,8 @@ + + @@ -144,6 +146,12 @@ Copying.AGPL.licenseheader + + + + + + PreserveNewest @@ -191,6 +199,18 @@ + + Always + + + + + Always + + + Always + + PreserveNewest Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/Geometry2DTo1DConverterTest.cs =================================================================== diff -u --- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/Geometry2DTo1DConverterTest.cs (revision 0) +++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/Geometry2DTo1DConverterTest.cs (revision 2916) @@ -0,0 +1,181 @@ +// Copyright (C) Stichting Deltares 2019. All rights reserved. +// +// This file is part of the Dam Engine. +// +// The Dam Engine is free software: you can redistribute it and/or modify +// it under the terms of the GNU Affero 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 Affero General Public License for more details. +// +// You should have received a copy of the GNU Affero 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.DamEngine.Calculators.General; +using Deltares.DamEngine.Data.Geotechnics; +using Deltares.DamEngine.TestHelpers.Factories; +using NUnit.Framework; + +namespace Deltares.DamEngine.Calculators.Tests.KernelWrappers.Assemblers +{ + [TestFixture] + public class Geometry2DTo1DConverterTest + { + const double cTolerance = 0.00001; + private const string testFolder = @"..\..\Deltares.DamEngine.Calculators.Tests\KernelWrappers\Assemblers\TestData"; + private readonly string geometryFileName1D1 = Path.Combine(testFolder, "1D1.sti"); + private readonly string geometryFileName18_4_94 = Path.Combine(testFolder, "18_4_94.sti"); + string cDikeMaterial = "OA"; + + SurfaceLine2 surfaceLine; + Soil dikeEmbankmentMaterial; + + [TestFixtureSetUp] + public void FixtureSetup() + { + surfaceLine = FactoryForSurfaceLines.CreateSurfaceLineTutorial1(); + dikeEmbankmentMaterial = new Soil(); + dikeEmbankmentMaterial.Name = cDikeMaterial; + } + + [SetUp] + public void Setup() {} + + [TestFixtureTearDown] + public void FixtureTearDown() {} + + [Test] + public void CanCreateSoilProfileIfSurfaceLinePointBelowGeometrySurface() + { + SoilList soilList = CreateSoilList(); + var geometry2DTo1DConverter = new Geometry2DTo1DConverter(geometryFileName1D1, surfaceLine, dikeEmbankmentMaterial, soilList); + SoilProfile1D soilProfile = geometry2DTo1DConverter.Convert(64.0); + Assert.AreEqual(6, soilProfile.Layers.Count); + Assert.AreEqual("DKN5", soilProfile.Layers[0].SoilName); + Assert.AreEqual("DKN5", soilProfile.Layers[0].Soil.Name); + Assert.AreEqual(1.31640522876, soilProfile.Layers[0].TopLevel, cTolerance); + Assert.AreEqual(17.50, soilProfile.Layers[0].Soil.AbovePhreaticLevel, cTolerance); + Assert.AreEqual(17.50, soilProfile.Layers[0].Soil.BelowPhreaticLevel, cTolerance); + } + + [Test] + public void CanCreateSoilProfileWithOriginOffsetIfSurfaceLinePointBelowGeometrySurface() + { + const double offset = 10.0; + SoilList soilList = CreateSoilList(); + var geometry2DTo1DConverter = new Geometry2DTo1DConverter(geometryFileName1D1, surfaceLine, dikeEmbankmentMaterial, soilList, offset); + SoilProfile1D soilProfile = geometry2DTo1DConverter.Convert(64.0 - offset); + Assert.AreEqual(6, soilProfile.Layers.Count); + Assert.AreEqual("DKN5", soilProfile.Layers[0].SoilName); + Assert.AreEqual("DKN5", soilProfile.Layers[0].Soil.Name); + Assert.AreEqual(1.31640522876, soilProfile.Layers[0].TopLevel, cTolerance); + Assert.AreEqual(17.50, soilProfile.Layers[0].Soil.AbovePhreaticLevel, cTolerance); + Assert.AreEqual(17.50, soilProfile.Layers[0].Soil.BelowPhreaticLevel, cTolerance); + } + + [Test] + public void CanCreateSoilProfileIfSurfaceLinePointAboveGeometrySurface() + { + SoilList soilList = CreateSoilList(); + var geometry2DTo1DConverter = new Geometry2DTo1DConverter(geometryFileName1D1, surfaceLine, dikeEmbankmentMaterial, soilList); + SoilProfile1D soilProfile = geometry2DTo1DConverter.Convert(73.0); + Assert.AreEqual(6, soilProfile.Layers.Count); + Assert.AreEqual(cDikeMaterial, soilProfile.Layers[0].SoilName); + Assert.AreEqual(cDikeMaterial, soilProfile.Layers[0].Soil.Name); + Assert.AreEqual(18.00, soilProfile.Layers[0].Soil.AbovePhreaticLevel, cTolerance); + Assert.AreEqual(20.00, soilProfile.Layers[0].Soil.BelowPhreaticLevel, cTolerance); + Assert.AreEqual("DKN4", soilProfile.Layers[1].SoilName); + Assert.AreEqual("DKN4", soilProfile.Layers[1].Soil.Name); + Assert.AreEqual(17.16, soilProfile.Layers[1].Soil.AbovePhreaticLevel, cTolerance); + Assert.AreEqual(17.16, soilProfile.Layers[1].Soil.BelowPhreaticLevel, cTolerance); + } + + /// + /// This test fails sometimes and random (see MWDAM-303) + /// You may need to run it a couple of times before it fails + /// + [Test] + public void RandomFailingCase() + { + SoilList soilList = CreateSoilList(); + var geometry2DTo1DConverter = new Geometry2DTo1DConverter(geometryFileName18_4_94, surfaceLine, dikeEmbankmentMaterial, soilList); + for (int i = 0; i < 10; i++) + { + Console.WriteLine(String.Format("Index = {0}", i)); + SoilProfile1D soilProfile = geometry2DTo1DConverter.Convert(110.0); + Assert.AreEqual(-16.43, soilProfile.BottomLevel, String.Format("Random fail on index = {0}", i)); + } + } + + private SoilList CreateSoilList() + { + var soilList = new SoilList(); + var s1 = new Soil("DKN5") + { + AbovePhreaticLevel = 17.5, + BelowPhreaticLevel = 17.50 + }; + soilList.Soils.Add(s1); + var s2 = new Soil("DKN4") + { + AbovePhreaticLevel = 17.16, + BelowPhreaticLevel = 17.16 + }; + soilList.Soils.Add(s2); + var s3 = new Soil("OA") + { + AbovePhreaticLevel = 18.00, + BelowPhreaticLevel = 20.00 + }; + soilList.Soils.Add(s3); + var s4 = new Soil("DKN3"); + soilList.Soils.Add(s4); + var s5 = new Soil("LM"); + soilList.Soils.Add(s5); + + var s6 = new Soil("Dijks (17,5)"); + soilList.Soils.Add(s6); + var s7 = new Soil("Tiel naast (15,0) (1)"); + soilList.Soils.Add(s7); + var s8 = new Soil("Tiel onder (15,5)"); + soilList.Soils.Add(s8); + var s9 = new Soil("G2 onder (16,0)"); + soilList.Soils.Add(s9); + var s10 = new Soil("G2 naast (14,5)"); + soilList.Soils.Add(s10); + var s11 = new Soil("G1 onder (14,0) (1)"); + soilList.Soils.Add(s11); + var s12 = new Soil("G1 naast (12,6)"); + soilList.Soils.Add(s12); + var s13 = new Soil("HV onder (11,0)"); + soilList.Soils.Add(s13); + var s14 = new Soil("HV naast (10,40)"); + soilList.Soils.Add(s14); + var s15 = new Soil("BV onder (12,0) (4)"); + soilList.Soils.Add(s15); + var s16 = new Soil("BV naast (11,0)"); + soilList.Soils.Add(s16); + var s17 = new Soil("kreft onder (18,5)"); + soilList.Soils.Add(s17); + var s18 = new Soil("kreft naast (18,5)"); + soilList.Soils.Add(s18); + var s19 = new Soil("verkeer (14)"); + soilList.Soils.Add(s19); + var s20 = new Soil("pleistoceen (4)"); + soilList.Soils.Add(s20); + var s21 = new Soil("WL_pleistoceen (4)"); + soilList.Soils.Add(s21); + return soilList; + } + } +} Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/18_4_94.sti =================================================================== diff -u --- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/18_4_94.sti (revision 0) +++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/Assemblers/TestData/18_4_94.sti (revision 2916) @@ -0,0 +1,3495 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : +DATE : 6/29/2012 +TIME : 4:23:59 PM +FILENAME : C:\Users\Deltares\Desktop\DAM Invoer SBW Kalibratie\DAM Invoer\Geometries\18_4_94.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] + 16 = number of items +[SOIL] +Dijks (17,5) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamOvenDry=0.01 +SoilGamWet=17.50 +SoilRestSlope=1 +SoilDiameterD70=200.00 +SoilCohesion=6.52 +SoilPhi=23.14 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Kr+Al - DIJKSMATERIAAL +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=1.79 +SoilStdPhi=3.11 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.00 +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=10 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=10 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Tiel naast (15,0) (1) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamOvenDry=0.01 +SoilGamWet=15.00 +SoilRestSlope=1 +SoilDiameterD70=200.00 +SoilCohesion=1.89 +SoilPhi=25.23 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Kr+Al - TIEL NAAST +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.52 +SoilStdPhi=3.31 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.00 +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=10 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=10 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Tiel onder (15,5) +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.50 +SoilGamOvenDry=0.01 +SoilGamWet=15.50 +SoilRestSlope=1 +SoilDiameterD70=200.00 +SoilCohesion=2.60 +SoilPhi=25.65 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Kr+Al - TIEL ONDER +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.72 +SoilStdPhi=3.35 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.00 +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=10 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=10 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +G2 onder (16,0) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamOvenDry=0.01 +SoilGamWet=16.00 +SoilRestSlope=1 +SoilDiameterD70=200.00 +SoilCohesion=8.05 +SoilPhi=24.63 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Kr+Al - GORKUM 2 ONDER +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=2.21 +SoilStdPhi=3.26 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.00 +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=10 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=10 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +G2 naast (14,5) +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamOvenDry=0.01 +SoilGamWet=14.50 +SoilRestSlope=1 +SoilDiameterD70=200.00 +SoilCohesion=3.03 +SoilPhi=23.92 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Kr+Al - GORKUM 2 NAAST +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.83 +SoilStdPhi=3.19 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.00 +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=10 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=10 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +G1 onder (14,0) (1) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.00 +SoilGamOvenDry=0.01 +SoilGamWet=14.00 +SoilRestSlope=1 +SoilDiameterD70=200.00 +SoilCohesion=11.49 +SoilPhi=24.89 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Kr+Al - GORKUM 1 ONDER +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=3.16 +SoilStdPhi=3.28 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.00 +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=10 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=10 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +G1 naast (12,6) +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=12.60 +SoilGamOvenDry=0.01 +SoilGamWet=12.60 +SoilRestSlope=1 +SoilDiameterD70=200.00 +SoilCohesion=4.21 +SoilPhi=21.66 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Kr+Al - GORKUM 1 NAAST +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=1.16 +SoilStdPhi=2.95 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.00 +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=10 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=10 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +HV onder (11,0) +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamOvenDry=0.01 +SoilGamWet=11.00 +SoilRestSlope=1 +SoilDiameterD70=200.00 +SoilCohesion=9.61 +SoilPhi=33.89 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Kr+Al - HOLLANDVEEN ONDER +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=2.64 +SoilStdPhi=3.98 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.00 +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=10 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=10 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +HV naast (10,40) +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.40 +SoilGamOvenDry=0.01 +SoilGamWet=10.40 +SoilRestSlope=1 +SoilDiameterD70=200.00 +SoilCohesion=1.37 +SoilPhi=30.36 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Kr+Al - HOLLANDVEEN NAAST +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.38 +SoilStdPhi=3.75 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.00 +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=10 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=10 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +BV onder (12,0) (4) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=12.00 +SoilGamOvenDry=0.01 +SoilGamWet=12.00 +SoilRestSlope=1 +SoilDiameterD70=200.00 +SoilCohesion=12.93 +SoilPhi=27.50 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Kr+Al - BASISVEEN ONDER +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=3.55 +SoilStdPhi=3.52 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.00 +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=10 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=10 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +BV naast (11,0) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamOvenDry=0.01 +SoilGamWet=11.00 +SoilRestSlope=1 +SoilDiameterD70=200.00 +SoilCohesion=5.65 +SoilPhi=26.63 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Kr+Al - BASISVEEN NAAST +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=1.55 +SoilStdPhi=3.44 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.00 +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=10 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=10 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kreft onder (18,5) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=1 +SoilDiameterD70=200.00 +SoilCohesion=2.30 +SoilPhi=26.96 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Kr+Al - KREFTENHEYE ONDER +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.63 +SoilStdPhi=3.47 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.00 +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=10 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=10 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +kreft naast (18,5) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamOvenDry=0.01 +SoilGamWet=18.50 +SoilRestSlope=1 +SoilDiameterD70=200.00 +SoilCohesion=1.86 +SoilPhi=23.54 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Kr+Al - KREFTENHEYE NAAST +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.51 +SoilStdPhi=3.15 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.00 +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=10 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=10 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +verkeer (14) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.30 +SoilGamOvenDry=0.01 +SoilGamWet=13.30 +SoilRestSlope=1 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Alg - Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.00 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +pleistoceen (4) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=39.07 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Alg - Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=4.21 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.00 +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=10 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=10 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +WL_pleistoceen (4) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=39.07 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Alg - Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=4.21 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.00 +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=10 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=10 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +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] + 91 - Number of geometry points - + 1 0.000 -16.000 0.000 + 2 0.000 1.770 0.000 + 3 4.700 1.900 0.000 + 4 9.500 2.100 0.000 + 5 22.600 2.700 0.000 + 6 27.100 3.500 0.000 + 7 29.300 4.300 0.000 + 8 31.300 4.300 0.000 + 9 32.200 3.700 0.000 + 10 35.000 3.700 0.000 + 11 35.990 3.700 0.000 + 12 37.500 3.745 0.000 + 13 39.500 3.800 0.000 + 14 40.500 3.500 0.000 + 15 49.000 0.900 0.000 + 16 51.250 0.200 0.000 + 17 61.000 -1.100 0.000 + 18 77.250 -1.400 0.000 + 19 110.000 -1.400 0.000 + 20 35.000 4.700 0.000 + 21 37.500 4.745 0.000 + 22 0.000 -3.000 0.000 + 23 39.000 -3.000 0.000 + 24 49.000 -1.090 0.000 + 25 0.000 -5.000 0.000 + 26 39.000 -5.000 0.000 + 27 49.000 -3.380 0.000 + 28 0.000 -9.300 0.000 + 29 39.000 -9.300 0.000 + 30 49.000 -9.110 0.000 + 31 0.000 -10.500 0.000 + 32 39.000 -10.500 0.000 + 33 49.000 -10.500 0.000 + 34 0.000 -11.600 0.000 + 35 39.000 -11.600 0.000 + 36 49.000 -11.470 0.000 + 37 0.000 -12.000 0.000 + 38 39.000 -12.000 0.000 + 39 49.000 -11.940 0.000 + 40 0.000 -13.000 0.000 + 41 39.000 -13.000 0.000 + 42 49.000 -13.000 0.000 + 43 0.000 -14.000 0.000 + 44 39.000 -14.000 0.000 + 45 49.000 -14.000 0.000 + 46 53.750 -2.500 0.000 + 47 110.000 -2.500 0.000 + 48 53.750 -9.000 0.000 + 49 110.000 -9.000 0.000 + 50 53.750 -10.500 0.000 + 51 110.000 -10.500 0.000 + 52 53.750 -11.400 0.000 + 53 110.000 -11.400 0.000 + 54 53.750 -11.900 0.000 + 55 110.000 -11.900 0.000 + 56 53.750 -13.000 0.000 + 57 110.000 -13.000 0.000 + 58 53.750 -14.000 0.000 + 59 110.000 -14.000 0.000 + 60 0.000 -16.430 0.000 + 61 110.000 -16.430 0.000 + 62 0.000 2.300 0.000 + 63 14.000 2.300 0.000 + 64 17.300 0.840 0.000 + 65 39.500 0.430 0.000 + 66 51.250 -2.060 0.000 + 67 110.000 -2.060 0.000 + 68 0.000 1.210 0.000 + 69 39.500 1.110 0.000 + 70 70.000 0.970 0.000 + 71 110.000 0.870 0.000 + 72 0.000 3.300 0.000 + 73 25.700 3.300 0.000 + 74 29.000 1.500 0.000 + 75 39.500 1.000 0.000 + 76 0.000 1.770 0.000 + 77 39.500 1.620 0.000 + 78 70.000 1.430 0.000 + 79 110.000 1.290 0.000 + 80 0.000 3.800 0.000 + 81 28.000 3.800 0.000 + 82 31.300 1.830 0.000 + 83 39.500 1.290 0.000 + 84 0.000 1.960 0.000 + 85 39.500 1.790 0.000 + 86 70.000 1.580 0.000 + 87 110.000 1.430 0.000 + 88 0.000 0.060 0.000 + 89 39.500 -0.030 0.000 + 90 70.000 -0.130 0.000 + 91 110.000 -0.200 0.000 +[END OF POINTS] + +[CURVES] + 84 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 8 - 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Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 78 79 + 75 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 80 81 + 76 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 81 82 + 77 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 82 83 + 78 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 83 66 + 79 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 84 85 + 80 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 85 86 + 81 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 86 87 + 82 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 88 89 + 83 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 89 90 + 84 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 90 91 +[END OF CURVES] + +[BOUNDARIES] + 18 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 59 + 1 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 42 43 57 58 + 2 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 55 56 + 3 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 41 53 54 + 4 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 41 38 51 52 + 5 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 41 38 35 49 50 + 6 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 41 38 35 32 47 48 + 7 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 41 38 35 32 29 45 46 + 8 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 41 38 35 32 29 26 23 + 14 15 16 17 + 9 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 39 40 41 38 35 32 29 26 23 14 + 15 16 17 + 10 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 36 37 38 35 32 29 26 23 14 15 + 16 17 + 11 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 33 34 35 32 29 26 23 14 15 16 + 17 + 12 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 30 31 32 29 26 23 14 15 16 17 + 13 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 27 28 29 26 23 14 15 16 17 + 14 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 24 25 26 23 14 15 16 17 + 15 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 21 22 23 14 15 16 17 + 16 - Boundary number + 17 - 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 + 17 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 18 20 + 19 11 12 13 14 15 16 17 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 18 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 18 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 18 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 7 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 60 61 62 63 64 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 65 66 67 + 3 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 68 69 70 71 64 + 4 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 72 73 74 + 5 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 75 76 77 78 64 + 6 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 79 80 81 + 7 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 82 83 84 +[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] + 17 - Number of layers - + 1 - Layer number, next line is material of layer + WL_pleistoceen (4) + 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 + kreft naast (18,5) + 7 - 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 + G2 naast (14,5) + 99 - Piezometric level line at top of layer + 7 - 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 + BV naast (11,0) + 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 + G2 naast (14,5) + 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 + G1 naast (12,6) + 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 + HV naast (10,40) + 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 + Tiel naast (15,0) (1) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + kreft onder (18,5) + 7 - Piezometric level line at top of layer + 2 - 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 + G2 onder (16,0) + 99 - Piezometric level line at top of layer + 7 - 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 + BV onder (12,0) (4) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + G2 onder (16,0) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer + 13 - Layer number, next line is material of layer + G1 onder (14,0) (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 13 - Boundarynumber at top of layer + 12 - Boundarynumber at bottom of layer + 14 - Layer number, next line is material of layer + HV onder (11,0) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + Tiel onder (15,5) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + Dijks (17,5) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + verkeer (14) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +CO-373460 TOETSEN Krimpen a/d Lek beb.ko +dwp57.01 hmp186+73 wsp.extrpl ond.gr N05 + +[MODEL] + 6 : Bishop Prob. Random Field + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 17 Number of layers + 17 100 + 16 0 100 + 15 0 100 100 + 14 0 100 100 100 + 13 0 100 100 100 100 + 12 0 100 100 100 100 100 + 11 0 100 100 100 100 100 100 + 10 0 100 100 100 100 100 100 100 + 9 0 100 100 100 100 100 100 100 100 + 8 0 100 100 100 100 100 100 100 100 100 + 7 0 100 100 100 100 100 100 100 100 100 + 100 + 6 0 100 100 100 100 100 100 100 100 100 + 100 100 + 5 0 100 100 100 100 100 100 100 100 100 + 100 100 100 + 4 0 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 3 0 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 2 0 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 0 0 0 0 0 0 0 0 0 0 + 0 0 0 0 0 0 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 +[CIRCLES] + 37.159 63.587 8 X-direction + 3.416 21.940 8 Y-direction + 0.000 -16.000 20 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 + 13.00 = magnitude + 1.07 3.57 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 17 = number of items +[STRESS CURVE] +Kr+Al - KREFTENHEYE ONDER +7 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=3.76 +[END OF POINT] +[POINT] +SoilStressTableSigma=15.19 +SoilStressTableTau=8.60 +SoilStressTableTauCharacteristic=9.38 +SoilStressTableTauMean=12.19 +[END OF POINT] +[POINT] +SoilStressTableSigma=50.63 +SoilStressTableTau=24.05 +SoilStressTableTauCharacteristic=26.38 +SoilStressTableTauMean=29.47 +[END OF POINT] +[POINT] +SoilStressTableSigma=55.69 +SoilStressTableTau=25.04 +SoilStressTableTauCharacteristic=27.47 +SoilStressTableTauMean=31.61 +[END OF POINT] +[POINT] +SoilStressTableSigma=86.07 +SoilStressTableTau=36.18 +SoilStressTableTauCharacteristic=39.72 +SoilStressTableTauMean=44.56 +[END OF POINT] +[POINT] +SoilStressTableSigma=91.13 +SoilStressTableTau=36.36 +SoilStressTableTauCharacteristic=39.92 +SoilStressTableTauMean=45.85 +[END OF POINT] +[POINT] +SoilStressTableSigma=101.26 +SoilStressTableTau=36.36 +SoilStressTableTauCharacteristic=39.92 +SoilStressTableTauMean=50.43 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Kr+Al - KREFTENHEYE NAAST +7 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.41 +SoilStressTableTauCharacteristic=0.51 +SoilStressTableTauMean=2.83 +[END OF POINT] +[POINT] +SoilStressTableSigma=16.84 +SoilStressTableTau=7.70 +SoilStressTableTauCharacteristic=8.53 +SoilStressTableTauMean=9.97 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.29 +SoilStressTableTau=15.70 +SoilStressTableTauCharacteristic=17.34 +SoilStressTableTauMean=19.52 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.35 +SoilStressTableTau=24.41 +SoilStressTableTauCharacteristic=26.91 +SoilStressTableTauMean=30.26 +[END OF POINT] +[POINT] +SoilStressTableSigma=78.57 +SoilStressTableTau=28.28 +SoilStressTableTauCharacteristic=31.17 +SoilStressTableTauMean=36.19 +[END OF POINT] +[POINT] +SoilStressTableSigma=101.02 +SoilStressTableTau=35.37 +SoilStressTableTauCharacteristic=38.97 +SoilStressTableTauMean=49.29 +[END OF POINT] +[POINT] +SoilStressTableSigma=112.25 +SoilStressTableTau=35.37 +SoilStressTableTauCharacteristic=38.97 +SoilStressTableTauMean=57.68 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Kr+Al - HOLLANDVEEN ONDER +9 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=6.00 +SoilStressTableTau=9.00 +SoilStressTableTauCharacteristic=9.95 +SoilStressTableTauMean=13.53 +[END OF POINT] +[POINT] +SoilStressTableSigma=12.00 +SoilStressTableTau=15.45 +SoilStressTableTauCharacteristic=17.36 +SoilStressTableTauMean=23.03 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.00 +SoilStressTableTau=23.97 +SoilStressTableTauCharacteristic=27.17 +SoilStressTableTauMean=34.97 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.00 +SoilStressTableTau=29.63 +SoilStressTableTauCharacteristic=33.67 +SoilStressTableTauMean=42.40 +[END OF POINT] +[POINT] +SoilStressTableSigma=54.00 +SoilStressTableTau=35.36 +SoilStressTableTauCharacteristic=40.26 +SoilStressTableTauMean=50.42 +[END OF POINT] +[POINT] +SoilStressTableSigma=66.00 +SoilStressTableTau=41.85 +SoilStressTableTauCharacteristic=47.73 +SoilStressTableTauMean=57.16 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.00 +SoilStressTableTau=42.30 +SoilStressTableTauCharacteristic=48.25 +SoilStressTableTauMean=58.87 +[END OF POINT] +[POINT] +SoilStressTableSigma=90.00 +SoilStressTableTau=51.07 +SoilStressTableTauCharacteristic=58.32 +SoilStressTableTauMean=67.61 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Kr+Al - HOLLANDVEEN NAAST +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.75 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.00 +SoilStressTableTau=2.66 +SoilStressTableTauCharacteristic=2.97 +SoilStressTableTauMean=4.50 +[END OF POINT] +[POINT] +SoilStressTableSigma=12.00 +SoilStressTableTau=7.30 +SoilStressTableTauCharacteristic=8.31 +SoilStressTableTauMean=10.10 +[END OF POINT] +[POINT] +SoilStressTableSigma=20.00 +SoilStressTableTau=10.99 +SoilStressTableTauCharacteristic=12.56 +SoilStressTableTauMean=14.70 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.00 +SoilStressTableTau=17.16 +SoilStressTableTauCharacteristic=19.65 +SoilStressTableTauMean=23.08 +[END OF POINT] +[POINT] +SoilStressTableSigma=48.00 +SoilStressTableTau=22.04 +SoilStressTableTauCharacteristic=25.26 +SoilStressTableTauMean=29.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=52.00 +SoilStressTableTau=22.50 +SoilStressTableTauCharacteristic=25.78 +SoilStressTableTauMean=29.79 +[END OF POINT] +[POINT] +SoilStressTableSigma=60.00 +SoilStressTableTau=25.69 +SoilStressTableTauCharacteristic=29.46 +SoilStressTableTauMean=35.14 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.00 +SoilStressTableTau=31.90 +SoilStressTableTauCharacteristic=36.59 +SoilStressTableTauMean=40.41 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.00 +SoilStressTableTau=31.90 +SoilStressTableTauCharacteristic=36.59 +SoilStressTableTauMean=53.75 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Kr+Al - GORKUM 2 ONDER +9 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=2.73 +SoilStressTableTauCharacteristic=3.41 +SoilStressTableTauMean=5.60 +[END OF POINT] +[POINT] +SoilStressTableSigma=12.00 +SoilStressTableTau=9.60 +SoilStressTableTauCharacteristic=10.96 +SoilStressTableTauMean=13.36 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.00 +SoilStressTableTau=15.40 +SoilStressTableTauCharacteristic=17.35 +SoilStressTableTauMean=20.57 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.00 +SoilStressTableTau=20.33 +SoilStressTableTauCharacteristic=22.77 +SoilStressTableTauMean=26.45 +[END OF POINT] +[POINT] +SoilStressTableSigma=48.00 +SoilStressTableTau=24.73 +SoilStressTableTauCharacteristic=27.61 +SoilStressTableTauMean=31.60 +[END OF POINT] +[POINT] +SoilStressTableSigma=66.00 +SoilStressTableTau=30.87 +SoilStressTableTauCharacteristic=34.37 +SoilStressTableTauMean=38.13 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.00 +SoilStressTableTau=38.69 +SoilStressTableTauCharacteristic=42.97 +SoilStressTableTauMean=46.79 +[END OF POINT] +[POINT] +SoilStressTableSigma=102.00 +SoilStressTableTau=39.11 +SoilStressTableTauCharacteristic=43.44 +SoilStressTableTauMean=48.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=120.00 +SoilStressTableTau=44.31 +SoilStressTableTauCharacteristic=49.16 +SoilStressTableTauMean=54.39 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Kr+Al - GORKUM 2 NAAST +8 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.38 +SoilStressTableTauCharacteristic=1.72 +SoilStressTableTauMean=3.11 +[END OF POINT] +[POINT] +SoilStressTableSigma=16.00 +SoilStressTableTau=7.81 +SoilStressTableTauCharacteristic=8.79 +SoilStressTableTauMean=10.31 +[END OF POINT] +[POINT] +SoilStressTableSigma=32.00 +SoilStressTableTau=13.89 +SoilStressTableTauCharacteristic=15.49 +SoilStressTableTauMean=17.30 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.00 +SoilStressTableTau=27.60 +SoilStressTableTauCharacteristic=30.57 +SoilStressTableTauMean=32.77 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.00 +SoilStressTableTau=33.43 +SoilStressTableTauCharacteristic=36.98 +SoilStressTableTauMean=40.92 +[END OF POINT] +[POINT] +SoilStressTableSigma=120.00 +SoilStressTableTau=43.34 +SoilStressTableTauCharacteristic=47.88 +SoilStressTableTauMean=55.65 +[END OF POINT] +[POINT] +SoilStressTableSigma=128.00 +SoilStressTableTau=43.34 +SoilStressTableTauCharacteristic=47.88 +SoilStressTableTauMean=56.06 +[END OF POINT] +[POINT] +SoilStressTableSigma=160.00 +SoilStressTableTau=43.34 +SoilStressTableTauCharacteristic=47.88 +SoilStressTableTauMean=67.31 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Kr+Al - GORKUM 1 ONDER +9 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.97 +SoilStressTableTauCharacteristic=2.46 +SoilStressTableTauMean=5.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=7.00 +SoilStressTableTau=8.57 +SoilStressTableTauCharacteristic=9.72 +SoilStressTableTauMean=12.25 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.00 +SoilStressTableTau=13.21 +SoilStressTableTauCharacteristic=14.83 +SoilStressTableTauMean=18.77 +[END OF POINT] +[POINT] +SoilStressTableSigma=35.00 +SoilStressTableTau=23.15 +SoilStressTableTauCharacteristic=25.76 +SoilStressTableTauMean=30.89 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.00 +SoilStressTableTau=30.61 +SoilStressTableTauCharacteristic=33.97 +SoilStressTableTauMean=39.33 +[END OF POINT] +[POINT] +SoilStressTableSigma=84.00 +SoilStressTableTau=38.05 +SoilStressTableTauCharacteristic=42.15 +SoilStressTableTauMean=49.24 +[END OF POINT] +[POINT] +SoilStressTableSigma=98.00 +SoilStressTableTau=40.55 +SoilStressTableTauCharacteristic=44.90 +SoilStressTableTauMean=49.24 +[END OF POINT] +[POINT] +SoilStressTableSigma=119.00 +SoilStressTableTau=40.55 +SoilStressTableTauCharacteristic=44.90 +SoilStressTableTauMean=52.71 +[END OF POINT] +[POINT] +SoilStressTableSigma=140.00 +SoilStressTableTau=40.55 +SoilStressTableTauCharacteristic=44.90 +SoilStressTableTauMean=55.13 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Kr+Al - GORKUM 1 NAAST +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.38 +SoilStressTableTauCharacteristic=1.72 +SoilStressTableTauMean=3.71 +[END OF POINT] +[POINT] +SoilStressTableSigma=18.00 +SoilStressTableTau=9.60 +SoilStressTableTauCharacteristic=10.76 +SoilStressTableTauMean=12.75 +[END OF POINT] +[POINT] +SoilStressTableSigma=42.00 +SoilStressTableTau=17.55 +SoilStressTableTauCharacteristic=19.51 +SoilStressTableTauMean=22.08 +[END OF POINT] +[POINT] +SoilStressTableSigma=66.00 +SoilStressTableTau=24.85 +SoilStressTableTauCharacteristic=27.55 +SoilStressTableTauMean=31.36 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.00 +SoilStressTableTau=25.07 +SoilStressTableTauCharacteristic=27.78 +SoilStressTableTauMean=33.77 +[END OF POINT] +[POINT] +SoilStressTableSigma=84.00 +SoilStressTableTau=28.19 +SoilStressTableTauCharacteristic=31.22 +SoilStressTableTauMean=37.50 +[END OF POINT] +[POINT] +SoilStressTableSigma=90.00 +SoilStressTableTau=31.52 +SoilStressTableTauCharacteristic=34.88 +SoilStressTableTauMean=40.57 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.00 +SoilStressTableTau=31.52 +SoilStressTableTauCharacteristic=34.88 +SoilStressTableTauMean=41.32 +[END OF POINT] +[POINT] +SoilStressTableSigma=108.00 +SoilStressTableTau=31.52 +SoilStressTableTauCharacteristic=34.88 +SoilStressTableTauMean=44.82 +[END OF POINT] +[POINT] +SoilStressTableSigma=120.00 +SoilStressTableTau=31.52 +SoilStressTableTauCharacteristic=34.88 +SoilStressTableTauMean=46.76 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Kr+Al - BASISVEEN ONDER +8 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.78 +[END OF POINT] +[POINT] +SoilStressTableSigma=5.39 +SoilStressTableTau=6.97 +SoilStressTableTauCharacteristic=7.55 +SoilStressTableTauMean=9.43 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.55 +SoilStressTableTau=20.02 +SoilStressTableTauCharacteristic=22.54 +SoilStressTableTauMean=29.34 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.09 +SoilStressTableTau=31.42 +SoilStressTableTauCharacteristic=35.66 +SoilStressTableTauMean=44.14 +[END OF POINT] +[POINT] +SoilStressTableSigma=86.18 +SoilStressTableTau=43.45 +SoilStressTableTauCharacteristic=49.50 +SoilStressTableTauMean=65.20 +[END OF POINT] +[POINT] +SoilStressTableSigma=91.57 +SoilStressTableTau=44.76 +SoilStressTableTauCharacteristic=51.00 +SoilStressTableTauMean=65.20 +[END OF POINT] +[POINT] +SoilStressTableSigma=102.34 +SoilStressTableTau=44.76 +SoilStressTableTauCharacteristic=51.00 +SoilStressTableTauMean=67.33 +[END OF POINT] +[POINT] +SoilStressTableSigma=107.72 +SoilStressTableTau=44.76 +SoilStressTableTauCharacteristic=51.00 +SoilStressTableTauMean=87.48 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Kr+Al - BASISVEEN NAAST +9 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.66 +SoilStressTableTauCharacteristic=2.08 +SoilStressTableTauMean=4.43 +[END OF POINT] +[POINT] +SoilStressTableSigma=15.04 +SoilStressTableTau=9.16 +SoilStressTableTauCharacteristic=10.70 +SoilStressTableTauMean=12.41 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.07 +SoilStressTableTau=13.02 +SoilStressTableTauCharacteristic=15.14 +SoilStressTableTauMean=17.09 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.09 +SoilStressTableTau=17.10 +SoilStressTableTauCharacteristic=19.84 +SoilStressTableTauMean=20.99 +[END OF POINT] +[POINT] +SoilStressTableSigma=42.11 +SoilStressTableTau=20.59 +SoilStressTableTauCharacteristic=23.85 +SoilStressTableTauMean=25.39 +[END OF POINT] +[POINT] +SoilStressTableSigma=48.13 +SoilStressTableTau=22.03 +SoilStressTableTauCharacteristic=25.51 +SoilStressTableTauMean=28.63 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.14 +SoilStressTableTau=22.79 +SoilStressTableTauCharacteristic=26.38 +SoilStressTableTauMean=29.28 +[END OF POINT] +[POINT] +SoilStressTableSigma=54.15 +SoilStressTableTau=22.79 +SoilStressTableTauCharacteristic=26.38 +SoilStressTableTauMean=29.55 +[END OF POINT] +[POINT] +SoilStressTableSigma=60.16 +SoilStressTableTau=22.79 +SoilStressTableTauCharacteristic=26.38 +SoilStressTableTauMean=32.32 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Kr+Al - TIEL NAAST +8 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.87 +SoilStressTableTauCharacteristic=1.09 +SoilStressTableTauMean=2.96 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.95 +SoilStressTableTau=6.00 +SoilStressTableTauCharacteristic=6.73 +SoilStressTableTauMean=7.84 +[END OF POINT] +[POINT] +SoilStressTableSigma=27.38 +SoilStressTableTau=11.94 +SoilStressTableTauCharacteristic=13.27 +SoilStressTableTauMean=14.84 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.81 +SoilStressTableTau=17.63 +SoilStressTableTauCharacteristic=19.52 +SoilStressTableTauMean=21.58 +[END OF POINT] +[POINT] +SoilStressTableSigma=65.71 +SoilStressTableTau=24.45 +SoilStressTableTauCharacteristic=27.03 +SoilStressTableTauMean=29.99 +[END OF POINT] +[POINT] +SoilStressTableSigma=71.19 +SoilStressTableTau=27.67 +SoilStressTableTauCharacteristic=30.57 +SoilStressTableTauMean=32.58 +[END OF POINT] +[POINT] +SoilStressTableSigma=98.57 +SoilStressTableTau=38.22 +SoilStressTableTauCharacteristic=42.17 +SoilStressTableTauMean=45.23 +[END OF POINT] +[POINT] +SoilStressTableSigma=109.52 +SoilStressTableTau=38.88 +SoilStressTableTauCharacteristic=42.89 +SoilStressTableTauMean=53.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Kr+Al - TIEL ONDER +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.80 +SoilStressTableTauCharacteristic=1.00 +SoilStressTableTauMean=3.44 +[END OF POINT] +[POINT] +SoilStressTableSigma=11.91 +SoilStressTableTau=6.74 +SoilStressTableTauCharacteristic=7.54 +SoilStressTableTauMean=10.42 +[END OF POINT] +[POINT] +SoilStressTableSigma=23.81 +SoilStressTableTau=11.85 +SoilStressTableTauCharacteristic=13.15 +SoilStressTableTauMean=16.57 +[END OF POINT] +[POINT] +SoilStressTableSigma=35.71 +SoilStressTableTau=16.18 +SoilStressTableTauCharacteristic=17.92 +SoilStressTableTauMean=22.04 +[END OF POINT] +[POINT] +SoilStressTableSigma=47.62 +SoilStressTableTau=19.83 +SoilStressTableTauCharacteristic=21.94 +SoilStressTableTauMean=26.51 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.52 +SoilStressTableTau=23.28 +SoilStressTableTauCharacteristic=25.72 +SoilStressTableTauMean=30.64 +[END OF POINT] +[POINT] +SoilStressTableSigma=83.33 +SoilStressTableTau=33.90 +SoilStressTableTauCharacteristic=37.41 +SoilStressTableTauMean=40.51 +[END OF POINT] +[POINT] +SoilStressTableSigma=95.24 +SoilStressTableTau=37.30 +SoilStressTableTauCharacteristic=41.15 +SoilStressTableTauMean=44.94 +[END OF POINT] +[POINT] +SoilStressTableSigma=107.14 +SoilStressTableTau=42.46 +SoilStressTableTauCharacteristic=46.83 +SoilStressTableTauMean=49.32 +[END OF POINT] +[POINT] +SoilStressTableSigma=119.05 +SoilStressTableTau=42.46 +SoilStressTableTauCharacteristic=46.83 +SoilStressTableTauMean=55.56 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Kr+Al - TIEL GEUL +9 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.35 +SoilStressTableTauCharacteristic=1.69 +SoilStressTableTauMean=3.71 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.95 +SoilStressTableTau=6.98 +SoilStressTableTauCharacteristic=7.88 +SoilStressTableTauMean=9.36 +[END OF POINT] +[POINT] +SoilStressTableSigma=32.86 +SoilStressTableTau=16.51 +SoilStressTableTauCharacteristic=18.37 +SoilStressTableTauMean=20.74 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.29 +SoilStressTableTau=23.32 +SoilStressTableTauCharacteristic=25.86 +SoilStressTableTauMean=28.13 +[END OF POINT] +[POINT] +SoilStressTableSigma=60.24 +SoilStressTableTau=26.99 +SoilStressTableTauCharacteristic=29.89 +SoilStressTableTauMean=32.42 +[END OF POINT] +[POINT] +SoilStressTableSigma=65.71 +SoilStressTableTau=28.36 +SoilStressTableTauCharacteristic=31.39 +SoilStressTableTauMean=33.19 +[END OF POINT] +[POINT] +SoilStressTableSigma=93.10 +SoilStressTableTau=36.24 +SoilStressTableTauCharacteristic=40.07 +SoilStressTableTauMean=42.68 +[END OF POINT] +[POINT] +SoilStressTableSigma=104.05 +SoilStressTableTau=37.71 +SoilStressTableTauCharacteristic=41.68 +SoilStressTableTauMean=46.02 +[END OF POINT] +[POINT] +SoilStressTableSigma=109.52 +SoilStressTableTau=37.71 +SoilStressTableTauCharacteristic=41.68 +SoilStressTableTauMean=50.86 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Kr+Al - GORKUM GEUL +8 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=2.82 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.71 +SoilStressTableTau=4.85 +SoilStressTableTauCharacteristic=5.30 +SoilStressTableTauMean=8.75 +[END OF POINT] +[POINT] +SoilStressTableSigma=32.13 +SoilStressTableTau=12.19 +SoilStressTableTauCharacteristic=13.38 +SoilStressTableTauMean=19.92 +[END OF POINT] +[POINT] +SoilStressTableSigma=58.90 +SoilStressTableTau=19.97 +SoilStressTableTauCharacteristic=21.93 +SoilStressTableTauMean=31.98 +[END OF POINT] +[POINT] +SoilStressTableSigma=74.97 +SoilStressTableTau=29.37 +SoilStressTableTauCharacteristic=32.28 +SoilStressTableTauMean=42.20 +[END OF POINT] +[POINT] +SoilStressTableSigma=85.68 +SoilStressTableTau=32.09 +SoilStressTableTauCharacteristic=35.27 +SoilStressTableTauMean=46.63 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.39 +SoilStressTableTau=35.13 +SoilStressTableTauCharacteristic=38.61 +SoilStressTableTauMean=53.34 +[END OF POINT] +[POINT] +SoilStressTableSigma=107.10 +SoilStressTableTau=35.13 +SoilStressTableTauCharacteristic=38.61 +SoilStressTableTauMean=60.94 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Kr+Al - DIJKSMATERIAAL +9 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=2.19 +SoilStressTableTauCharacteristic=2.74 +SoilStressTableTauMean=5.62 +[END OF POINT] +[POINT] +SoilStressTableSigma=16.00 +SoilStressTableTau=10.09 +SoilStressTableTauCharacteristic=11.42 +SoilStressTableTauMean=13.81 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.00 +SoilStressTableTau=19.92 +SoilStressTableTauCharacteristic=22.24 +SoilStressTableTauMean=25.20 +[END OF POINT] +[POINT] +SoilStressTableSigma=80.00 +SoilStressTableTau=34.13 +SoilStressTableTauCharacteristic=37.87 +SoilStressTableTauMean=41.61 +[END OF POINT] +[POINT] +SoilStressTableSigma=104.00 +SoilStressTableTau=40.98 +SoilStressTableTauCharacteristic=45.40 +SoilStressTableTauMean=50.48 +[END OF POINT] +[POINT] +SoilStressTableSigma=112.00 +SoilStressTableTau=42.10 +SoilStressTableTauCharacteristic=46.64 +SoilStressTableTauMean=51.36 +[END OF POINT] +[POINT] +SoilStressTableSigma=128.00 +SoilStressTableTau=46.55 +SoilStressTableTauCharacteristic=51.53 +SoilStressTableTauMean=58.56 +[END OF POINT] +[POINT] +SoilStressTableSigma=136.00 +SoilStressTableTau=46.55 +SoilStressTableTauCharacteristic=51.53 +SoilStressTableTauMean=58.88 +[END OF POINT] +[POINT] +SoilStressTableSigma=160.00 +SoilStressTableTau=46.55 +SoilStressTableTauCharacteristic=51.53 +SoilStressTableTauMean=67.31 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Alg - Verkeersbelasting +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Alg - Zand (0-30) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=115.47 +SoilStressTableTauCharacteristic=115.47 +SoilStressTableTauMean=115.47 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 16 +[LIFT SLIP DATA] + 10.000 28.000 8 X-direction Left + 3.000 12.000 8 Y-direction Left + 25.000 39.000 8 X-direction Right + 0.000 4.000 5 Y-direction Right + -14.000 -14.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 1 = Water data used + 2.30 = Design level + 0.30 = Decimate height + 3 norm = 1/2000 + 2 = number of items +toetspeil + 3 = Phreatic line + 3.30 = Level + Piezo lines + 17 - Number of layers + 4 4 = Pl-top and pl-bottom + 7 4 = Pl-top and pl-bottom + 99 7 = 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 + 3 99 = Pl-top and pl-bottom + 7 4 = Pl-top and pl-bottom + 99 7 = 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 + 99 99 = Pl-top and pl-bottom + 3 99 = Pl-top and pl-bottom + 3 3 = Pl-top and pl-bottom +toetspeil +0,5 m + 5 = Phreatic line + 3.80 = Level + Piezo lines + 17 - Number of layers + 6 6 = Pl-top and pl-bottom + 7 6 = Pl-top and pl-bottom + 99 7 = 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 + 5 99 = Pl-top and pl-bottom + 7 6 = Pl-top and pl-bottom + 99 7 = 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 + 99 99 = Pl-top and pl-bottom + 5 99 = Pl-top and pl-bottom + 5 5 = Pl-top and pl-bottom +[MODEL FACTOR] + 0.91 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 1000.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE]