Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.geometries2D.0/Databronbestand.defx =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.geometries2D.0/Databronbestand.defx (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.geometries2D.0/Databronbestand.defx (revision 1490) @@ -0,0 +1,7 @@ + + + + + + + \ No newline at end of file Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/soilmaterials/soilmaterials_0%.mdb =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1246/2018-04-23_0934.png =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1)_Ite(1).sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1)_Ite(1).sti (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1)_Ite(1).sti (revision 1490) @@ -0,0 +1,1791 @@ +Input file for DGSMStabDam : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 4/23/2018 +TIME : 9:41:13 AM +FILENAME : C:\Users\zwan_ie\Desktop\Basissom_ShearStrenthModel\BasissomShearStrengthModel.Calc\Stability\Bishop\Loc(Test1)_Sce(1)_Pro(segment1_Test1)_Ite(1).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] + 11 = number of items +[SOIL] +zand2 +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand1 +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand3 +SoilColor=16777215 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000001 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen1 +SoilColor=536870911 +SoilSoilType=4 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=1.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +pleistoceen +SoilColor=16777215 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000001 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +ophoogmateriaaldijk +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=2.68 +SoilPhi=21.66 +SoilDilatancy=21.66 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +ophoogmateriaalberm +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=2.68 +SoilPhi=21.66 +SoilDilatancy=21.66 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=6 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei2 +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=24.10 +SoilDilatancy=24.10 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=5 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei1 +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.80 +SoilDilatancy=21.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_zand +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=3 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_veen +SoilColor=536870911 +SoilSoilType=4 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=1.70 +SoilPhi=24.10 +SoilDilatancy=24.10 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 51 - Number of geometry points - + 1 0.000 -1.500 0.000 + 2 5.000 -1.500 0.000 + 3 12.000 -0.400 0.000 + 4 14.200 0.100 0.000 + 5 15.000 0.400 0.000 + 6 17.800 1.400 0.000 + 7 24.700 3.000 0.000 + 8 27.200 3.000 0.000 + 9 27.700 3.000 0.000 + 10 37.000 -2.100 0.000 + 11 65.000 -2.100 0.000 + 12 75.000 -2.100 0.000 + 13 105.000 -2.100 0.000 + 14 0.000 -27.000 0.000 + 15 105.000 -27.000 0.000 + 16 0.000 -7.000 0.000 + 17 105.000 -7.000 0.000 + 18 0.000 -6.000 0.000 + 19 105.000 -6.000 0.000 + 20 0.000 -5.000 0.000 + 21 105.000 -5.000 0.000 + 22 0.000 -4.000 0.000 + 23 105.000 -4.000 0.000 + 24 0.000 -3.000 0.000 + 25 105.000 -3.000 0.000 + 26 0.000 -2.000 0.000 + 27 36.818 -2.000 0.000 + 28 8.182 -1.000 0.000 + 29 34.994 -1.000 0.000 + 30 13.760 0.000 0.000 + 31 33.171 0.000 0.000 + 32 16.680 1.000 0.000 + 33 31.347 1.000 0.000 + 34 20.388 2.000 0.000 + 35 29.524 2.000 0.000 + 36 0.000 2.000 0.000 + 37 24.700 1.600 0.000 + 38 27.700 1.500 0.000 + 39 37.000 -2.300 0.000 + 40 65.000 -2.300 0.000 + 41 75.000 -2.300 0.000 + 42 105.000 -2.300 0.000 + 43 20.388 2.000 0.000 + 44 0.000 -27.000 0.000 + 45 105.000 -27.000 0.000 + 46 0.000 -1.400 0.000 + 47 105.000 -1.400 0.000 + 48 0.000 2.000 0.000 + 49 14.200 2.000 0.000 + 50 37.000 -1.440 0.000 + 51 105.000 -1.440 0.000 +[END OF POINTS] + +[CURVES] + 48 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 10 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 28 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 27 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 3 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 30 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 29 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 4 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 32 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 31 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 6 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 34 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 33 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 7 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 35 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 31 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 27 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 43 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 37 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 +[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 + 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 + 3 + 3 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 4 + 4 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 5 + 5 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 6 + 6 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 7 8 9 10 11 + 7 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 12 13 14 15 8 9 10 11 + 8 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 12 13 16 17 18 19 15 8 9 10 + 11 + 9 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 12 13 16 17 18 36 8 9 10 11 + 10 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 12 13 16 17 20 21 22 23 24 36 + 8 9 10 11 + 11 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 12 13 16 17 20 21 22 25 26 27 + 28 24 36 8 9 10 11 + 12 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 12 13 16 17 20 21 22 25 26 27 + 35 36 8 9 10 11 + 13 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 12 13 16 17 20 21 22 25 26 29 + 30 31 32 35 36 8 9 10 11 + 14 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 12 13 16 17 20 21 22 25 34 30 + 31 32 35 36 8 9 10 11 + 15 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 12 33 17 20 21 22 25 34 30 31 + 32 35 36 8 9 10 11 +[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 + 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 + 1 - number of curves on PlLine, next line(s) are curvenumbers + 45 + 4 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 46 47 48 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 15 - Number of layers - + 1 - Layer number, next line is material of layer + zand2 + 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 + zand1 + 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 + wl_zand3 + 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 + veen1 + 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 + pleistoceen + 4 - Piezometric level line at top of layer + 4 - 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 + ophoogmateriaaldijk + 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 + ophoogmateriaalberm + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei2 + 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 + dijksmateriaal_veen + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei1 + 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 + dijksmateriaal_zand + 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 + dijksmateriaal_veen + 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 + dijksmateriaal_veen + 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 + dijksmateriaal_veen + 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 + dijksmateriaal_veen + 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] + 100 100 100 0 100 0 0 0 0 0 + 100 0 0 0 0 + 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] + 26.200 37.825 13 X-direction + 3.500 16.250 14 Y-direction + -2.100 -7.200 11 Tangent lines + 0.000 0.000 0 no fixed point used +[END OF CIRCLES] +[SPENCER SLIP DATA] + 0 Number of points +[END OF SPENCER SLIP DATA] +[SPENCER SLIP DATA 2] + 0 Number of points +[END OF SPENCER SLIP DATA 2] +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[END OF SPENCER SLIP INTERVAL] +[LINE LOADS] + 0 = number of items +[END OF LINE LOADS] +[UNIFORM LOADS] + 1 = number of items +Verkeersbelasting + 13.00 = magnitude + 24.70 27.20 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[END OF UNIFORM LOADS] +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[END OF EARTH QUAKE] +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 2.00 [m] +[END OF MINIMAL REQUIRED CIRCLE DEPTH] +[SLIP CIRCLE SELECTION] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=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 + 4 4 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 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] + 104.99 = Boundary of M.H.W influence at X [m] + 2.99 = Boundary of M.H.W influence at Y [m] + 0.00 = Required safety in zone 1a + 0.00 = Required safety in zone 1b + 0.00 = Required safety in zone 2a + 0.00 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[END OF NEWZONE PLOT DATA] +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[END OF REQUESTED CIRCLE SLICES] +[REQUESTED LIFT SLICES] + 50 = number of slices +[END OF REQUESTED LIFT SLICES] +[REQUESTED SPENCER SLICES] + 50 = number of slices +[END OF REQUESTED SPENCER SLICES] +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/soilmaterials.mdb =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1) (copy).sto =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1) (copy).sto (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1) (copy).sto (revision 1490) @@ -0,0 +1,517 @@ +Program : D-Geo Stability +Version : 18.1.1.3 +Company : Stichting Deltares +Date : 4/23/2018 +Time : 9:27:10 AM + +Output file : C:\Users\zwan_ie\Desktop\Basissom_ShearStrenthModel\BasissomShearStrengthModel.Calc\Stability\Bishop\Loc(Test1)_Sce(1)_Pro(segment1_Test1).sto +Input file : C:\Users\zwan_ie\Desktop\Basissom_ShearStrenthModel\BasissomShearStrengthModel.Calc\Stability\Bishop\Loc(Test1)_Sce(1)_Pro(segment1_Test1).sti +========================== BEGINNING OF DATA ========================== + + + ECHO OF THE INPUT + ================= + + + Problem identification : + : + + Calculation model : Bishop + Default shear strength : C phi + + LAYER BOUNDARIES + ================ + + Boundary no.| Co-ordinates [m] + ------------|---------------------------------------------------- + | + 11 - X - | 0.00 5.00 8.18 12.00 13.76 14.20 + 11 - Y - | -1.50 -1.50 -1.00 -0.40 0.00 0.10 + | + 11 - X - | 15.00 16.68 17.80 20.39 24.70 27.20 + 11 - Y - | 0.40 1.00 1.40 2.00 3.00 3.00 + | + 11 - X - | 27.70 29.52 31.35 33.17 34.99 36.82 + 11 - Y - | 3.00 2.00 1.00 0.00 -1.00 -2.00 + | + 11 - X - | 37.00 65.00 75.00 105.00 + 11 - Y - | -2.10 -2.10 -2.10 -2.10 + | + 10 - X - | 0.00 5.00 8.18 12.00 13.76 14.20 + 10 - Y - | -1.50 -1.50 -1.00 -0.40 0.00 0.10 + | + 10 - X - | 15.00 16.68 17.80 20.39 29.52 31.35 + 10 - Y - | 0.40 1.00 1.40 2.00 2.00 1.00 + | + 10 - X - | 33.17 34.99 36.82 37.00 65.00 75.00 + 10 - Y - | 0.00 -1.00 -2.00 -2.10 -2.10 -2.10 + | + 10 - X - | 105.00 + 10 - Y - | -2.10 + | + 9 - X - | 0.00 5.00 8.18 12.00 13.76 14.20 + 9 - Y - | -1.50 -1.50 -1.00 -0.40 0.00 0.10 + | + 9 - X - | 15.00 16.68 31.35 33.17 34.99 36.82 + 9 - Y - | 0.40 1.00 1.00 0.00 -1.00 -2.00 + | + 9 - X - | 37.00 65.00 75.00 105.00 + 9 - Y - | -2.10 -2.10 -2.10 -2.10 + | + 8 - X - | 0.00 5.00 8.18 12.00 13.76 33.17 + 8 - Y - | -1.50 -1.50 -1.00 -0.40 0.00 0.00 + | + 8 - X - | 34.99 36.82 37.00 65.00 75.00 105.00 + 8 - Y - | -1.00 -2.00 -2.10 -2.10 -2.10 -2.10 + | + 7 - X - | 0.00 5.00 8.18 34.99 36.82 37.00 + 7 - Y - | -1.50 -1.50 -1.00 -1.00 -2.00 -2.10 + | + 7 - X - | 65.00 75.00 105.00 + 7 - Y - | -2.10 -2.10 -2.10 + | + 6 - X - | 0.00 36.82 37.00 65.00 75.00 105.00 + 6 - Y - | -2.00 -2.00 -2.10 -2.10 -2.10 -2.10 + | + 5 - X - | 0.00 105.00 + 5 - Y - | -3.00 -3.00 + | + 4 - X - | 0.00 105.00 + 4 - Y - | -4.00 -4.00 + | + 3 - X - | 0.00 105.00 + 3 - Y - | -5.00 -5.00 + | + 2 - X - | 0.00 105.00 + 2 - Y - | -6.00 -6.00 + | + 1 - X - | 0.00 105.00 + 1 - Y - | -7.00 -7.00 + | + 0 - X - | 0.00 105.00 + 0 - Y - | -27.00 -27.00 + + + + PL-LINES + ======== + + Pl-line no. | Co-ordinates [m] + ------------|---------------------------------------------------- + | + 1 - X - | 0.00 20.39 24.70 27.70 37.00 65.00 + 1 - Y - | 2.00 2.00 1.60 1.50 -2.30 -2.30 + | + 1 - X - | 75.00 105.00 + 1 - Y - | -2.30 -2.30 + | + 2 - X - | 0.00 105.00 + 2 - Y - | -1.40 -1.40 + | + 3 - X - | 0.00 105.00 + 3 - Y - | -1.40 -1.40 + | + 4 - X - | 0.00 14.20 37.00 105.00 + 4 - Y - | 2.00 2.00 -1.44 -1.44 + + + + + Unit weight of water used for calculation: 9.81 [kN/m3] + The groundwater level is determined by Pl-line number 1 + + + + FORBIDDEN LINES + =============== + + No forbidden lines were input. + + + + SOIL PROPERTIES + =============== + + Layer no.| Material name + ---------|----------------------------- + 11 | dijksmateriaal_veen + 10 | dijksmateriaal_zand + 9 | klei1 + 8 | klei2 + 7 | ophoogmateriaalberm + 6 | ophoogmateriaaldijk + 5 | pleistoceen + 4 | veen1 + 3 | wl_zand3 + 2 | zand1 + 1 | zand2 + + Layer | Gam usat| Gam sat | Pl-line | Pl-line | + number | [kN/m3] | [kN/m3] | top | bottom | + ---------|---------|---------|---------|---------| + 11 | 11.00 | 11.00 | 1 | 99 | + 10 | 17.00 | 18.00 | 1 | 1 | + 9 | 18.00 | 18.00 | 1 | 1 | + 8 | 16.00 | 16.00 | 1 | 1 | + 7 | 17.00 | 17.00 | 1 | 1 | + 6 | 17.00 | 17.00 | 1 | 1 | + 5 | 19.00 | 20.00 | 4 | 4 | + 4 | 10.50 | 10.50 | 99 | 99 | + 3 | 17.00 | 18.00 | 99 | 99 | + 2 | 17.00 | 18.00 | 2 | 3 | + 1 | 17.00 | 18.00 | 3 | - | + + Layer | Cohesion| Phi |Dilatancy| S | POP | m | + number | [kN/m2] |[degrees]|[degrees]| [ - ] | [kN/m2] | [ - ] | + ---------|---------|---------|---------|---------|---------|---------| + 11 | 1.70 | 24.10 | 24.10 | - | - | - | + 10 | - | - | - | - | - | - | + 9 | - | - | - | - | - | - | + 8 | - | - | - | 0.22 | 0.00 | 1=fixed | + 7 | - | - | - | - | - | - | + 6 | 2.68 | 21.66 | 21.66 | - | - | - | + 5 | 0.00 | 30.00 | 30.00 | - | - | - | + 4 | 1.70 | 24.00 | 24.00 | - | - | - | + 3 | 0.00 | 28.00 | 28.00 | - | - | - | + 2 | 0.00 | 26.70 | 26.70 | - | - | - | + 1 | 0.00 | 28.00 | 28.00 | - | - | - | + + Layer | Su top | Su bot. | Su grad.| POP top | POP bot.|Gamma LEM| + number | [kN/m2] | [kN/m2] |[kN/m2/m]| [kN/m2] | [kN/m2] | [-] | + ---------|---------|---------|---------|---------|---------|---------| + 11 | - | - | - | - | - | - | + 10 | - | - | - | - | - | - | + 9 | 0.00 | 0.00 | - | - | - | - | + 8 | - | - | - | - | - | - | + 7 | 0.00 | - | 0.00 | - | - | - | + 6 | - | - | - | - | - | - | + 5 | - | - | - | - | - | - | + 4 | - | - | - | - | - | - | + 3 | - | - | - | - | - | - | + 2 | - | - | - | - | - | - | + 1 | - | - | - | - | - | - | + + + + No degree of consolidation <> 100% input. + + + + CENTER POINT GRID AND TANGENT LINES + =================================== + + X co-ordinate grid left : 26.20 [m] + X co-ordinate grid right : 37.83 [m] + Number of grid points in X - direction : 13 + + Y co-ordinate grid bottom : 3.50 [m] + Y co-ordinate grid top : 16.25 [m] + Number of grid points in Y - direction : 14 + + Y co-ordinate tangent smallest circle : -2.10 [m] + Y co-ordinate tangent biggest circle : -7.20 [m] + Number of circles per grid point : 11 + + No fixed points input. + + Total number of center points in the grid: 182 + Total number of slip circles in the grid : 2002 + + + + MEASURED YIELD STRESS + ===================== + + No measured yield stress input. + + + LINE LOADS + ========== + + No line loads were input. + + + + UNIFORM LOAD + ============ + + Uniform |Magnitude| X start | X end | Distrib.| Load | + load number | [kN/m] | [m] | [m] | degrees | Type | + ------------|---------|---------|---------|---------|-----------| + 1 | 13.00 | 24.70 | 27.20 | 0.00 | Temporary | + + + + TREE ON SLOPE + ============= + + No tree on slope was input. + + + + DEGREE OF CONSOLIDATION : TEMPORARY LOADS + ========================================= + + Layer number| Degree of consolidation + -------------|------------------------- + 11 | 0 + 10 | 100 + 9 | 0 + 8 | 0 + 7 | 0 + 6 | 0 + 5 | 100 + 4 | 0 + 3 | 100 + 2 | 100 + 1 | 100 + + + + EARTHQUAKE + ========== + + No earth quake factors were input. + + + + +**************** The input has been tested, and is correct. **************** +****************************************************************************** + + + RESULTS OF THE SLOPE STABILITY ANALYSIS + ======================================= + + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 26.20 | 3.50 | 10.70 | 5.56 | + ---------|---------|---------|---------| + 26.20 | 3.50 | 10.19 | 5.61 | + + Information on the critical circle : Fmin = 5.557 + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 26.20 [m] + Y co-ordinate center point : 3.50 [m] + Radius of critical circle : 10.70 [m] + + The center point of the critical circle is not enclosed + The circle lies along the bottom tangent line + + Total driving moment : 1613.31 [kNm/m] + Driving moment free water : 245.87 [kNm/m] + Driving moment external loads : 8.13 [kNm/m] + Iterated resisting moment : 8965.37 [kNm/m] + Non-iterated resisting moment : 9104.19 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 15.98 | 0.36 | 0.75 | 0.22 | -72.90 | 19.65 | 0.74 | N.A. | + 2 | 16.29 | -0.50 | 0.86 | 0.40 | -68.02 | 19.65 | 1.08 | N.A. | + 3 | 16.59 | -1.19 | 0.97 | 0.19 | -63.98 | 19.65 | 0.43 | N.A. | + 4 | 16.85 | -1.69 | 1.06 | 0.34 | -60.95 | 19.65 | 0.70 | N.A. | + 5 | 17.36 | -2.50 | 1.24 | 0.68 | -55.83 | 19.65 | 1.21 | 2.68 | + 6 | 17.75 | -3.06 | 1.38 | 0.10 | -52.16 | 19.65 | 0.16 | 0.00 | + 7 | 18.18 | -3.56 | 1.49 | 0.77 | -48.61 | 13.05 | 1.16 | 0.00 | + 8 | 18.85 | -4.27 | 1.64 | 0.57 | -43.41 | 13.05 | 0.78 | 1.70 | + 9 | 19.42 | -4.77 | 1.78 | 0.57 | -39.36 | 13.05 | 0.73 | 1.70 | + 10 | 20.04 | -5.24 | 1.92 | 0.69 | -35.15 | 13.05 | 0.84 | 0.00 | + 11 | 20.61 | -5.62 | 2.05 | 0.44 | -31.50 | 13.06 | 0.52 | 0.00 | + 12 | 21.05 | -5.88 | 2.15 | 0.44 | -28.75 | 13.06 | 0.51 | 0.00 | + 13 | 21.56 | -6.14 | 2.27 | 0.57 | -25.69 | 13.06 | 0.64 | 0.00 | + 14 | 22.14 | -6.39 | 2.41 | 0.57 | -22.33 | 13.06 | 0.62 | 0.00 | + 15 | 22.71 | -6.61 | 2.54 | 0.57 | -19.05 | 13.06 | 0.61 | 0.00 | + 16 | 23.28 | -6.79 | 2.67 | 0.57 | -15.83 | 13.06 | 0.60 | 0.00 | + 17 | 23.85 | -6.94 | 2.80 | 0.57 | -12.67 | 13.06 | 0.59 | 0.00 | + 18 | 24.42 | -7.05 | 2.94 | 0.56 | -9.58 | 13.06 | 0.57 | 0.00 | + 19 | 24.95 | -7.12 | 3.00 | 0.50 | -6.71 | 0.00 | 0.50 | 0.00 | + 20 | 25.45 | -7.17 | 3.00 | 0.50 | -4.02 | 0.00 | 0.50 | 0.00 | + 21 | 25.95 | -7.19 | 3.00 | 0.50 | -1.34 | 0.00 | 0.50 | 0.00 | + 22 | 26.45 | -7.19 | 3.00 | 0.50 | 1.34 | 0.00 | 0.50 | 0.00 | + 23 | 26.95 | -7.17 | 3.00 | 0.50 | 4.02 | 0.00 | 0.50 | 0.00 | + 24 | 27.45 | -7.12 | 3.00 | 0.50 | 6.71 | 0.00 | 0.50 | 0.00 | + 25 | 27.98 | -7.05 | 2.85 | 0.56 | 9.58 | -28.73 | 0.57 | 0.00 | + 26 | 28.59 | -6.92 | 2.51 | 0.66 | 12.92 | -28.73 | 0.68 | 0.00 | + 27 | 29.22 | -6.76 | 2.16 | 0.60 | 16.42 | -28.73 | 0.63 | 0.00 | + 28 | 29.79 | -6.58 | 1.85 | 0.53 | 19.61 | -28.75 | 0.57 | 0.00 | + 29 | 30.32 | -6.37 | 1.56 | 0.53 | 22.68 | -28.75 | 0.58 | 0.00 | + 30 | 30.86 | -6.13 | 1.27 | 0.53 | 25.81 | -28.75 | 0.59 | 0.00 | + 31 | 31.24 | -5.94 | 1.06 | 0.22 | 28.07 | -28.75 | 0.25 | 0.00 | + 32 | 31.36 | -5.87 | 0.99 | 0.02 | 28.83 | -28.73 | 0.03 | 0.00 | + 33 | 31.59 | -5.74 | 0.87 | 0.44 | 30.27 | -28.73 | 0.51 | 0.00 | + 34 | 32.04 | -5.47 | 0.62 | 0.44 | 33.06 | -28.73 | 0.53 | 0.00 | + 35 | 32.48 | -5.16 | 0.38 | 0.44 | 35.94 | -28.73 | 0.55 | 0.00 | + 36 | 32.94 | -4.81 | 0.13 | 0.47 | 39.03 | -28.73 | 0.61 | 1.70 | + 37 | 33.49 | -4.32 | -0.18 | 0.65 | 43.02 | -28.75 | 0.89 | 1.70 | + 38 | 33.82 | -4.01 | -0.36 | 0.01 | 45.45 | -28.75 | 0.02 | 1.70 | + 39 | 34.05 | -3.77 | -0.48 | 0.43 | 47.21 | -28.75 | 0.64 | 0.00 | + 40 | 34.48 | -3.27 | -0.72 | 0.43 | 50.76 | -28.75 | 0.69 | 0.00 | + 41 | 34.85 | -2.80 | -0.92 | 0.29 | 53.93 | -28.75 | 0.50 | 2.68 | + 42 | 35.19 | -2.30 | -1.11 | 0.38 | 57.17 | -28.73 | 0.71 | 2.68 | + 43 | 35.46 | -1.85 | -1.26 | 0.17 | 59.98 | -28.73 | 0.34 | N.A. | + 44 | 35.63 | -1.55 | -1.35 | 0.17 | 61.83 | -28.73 | 0.35 | N.A. | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | N.A. | 12.26 | 0.96 | -2.68 | 1.55 | 19.36 | 3.23 | + 2 | N.A. | N.A. | 11.17 | 1.61 | -4.51 | 9.48 | 34.67 | 10.15 | + 3 | N.A. | N.A. | 10.14 | 0.68 | -1.90 | 6.88 | 46.80 | 15.49 | + 4 | N.A. | N.A. | 9.21 | 1.12 | -3.15 | 16.02 | 56.08 | 19.86 | + 5 | 21.66 | 21.66 | 7.42 | 1.80 | -5.04 | 43.36 | 71.30 | 27.16 | + 6 | 30.00 | 30.00 | 6.06 | 0.22 | -0.60 | 7.57 | 82.22 | 37.80 | + 7 | 30.00 | 30.00 | 5.01 | 0.89 | -3.85 | 67.69 | 93.10 | 44.41 | + 8 | 24.00 | 24.00 | 3.49 | 0.46 | -1.98 | 57.97 | 105.89 | 54.84 | + 9 | 24.00 | 24.00 | 2.21 | 0.29 | -1.25 | 62.28 | 112.22 | 63.39 | + 10 | 28.00 | 28.00 | 0.78 | 0.12 | -0.54 | 82.07 | 120.20 | 73.15 | + 11 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 56.96 | 128.21 | 82.27 | + 12 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 59.51 | 133.94 | 88.60 | + 13 | 26.70 | 26.70 | 0.00 | 0.00 | -0.00 | 80.13 | 139.87 | 93.39 | + 14 | 26.70 | 26.70 | 0.00 | 0.00 | -0.00 | 83.57 | 145.88 | 96.89 | + 15 | 26.70 | 26.70 | 0.00 | 0.00 | -0.00 | 86.61 | 151.18 | 100.07 | + 16 | 26.70 | 26.70 | 0.00 | 0.00 | -0.00 | 89.27 | 155.83 | 102.96 | + 17 | 26.70 | 26.70 | 0.00 | 0.00 | -0.00 | 91.58 | 159.86 | 105.56 | + 18 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 91.28 | 163.26 | 107.86 | + 19 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 82.66 | 178.32 | 122.17 | + 20 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 83.07 | 179.15 | 122.54 | + 21 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 83.28 | 179.55 | 122.71 | + 22 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 83.27 | 179.54 | 122.70 | + 23 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 83.05 | 179.10 | 122.49 | + 24 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 82.62 | 165.24 | 109.09 | + 25 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 90.61 | 162.05 | 106.65 | + 26 | 26.70 | 26.70 | 0.00 | -0.00 | -0.00 | 103.64 | 155.89 | 101.70 | + 27 | 26.70 | 26.70 | 0.00 | -0.00 | -0.00 | 89.38 | 148.97 | 96.40 | + 28 | 26.70 | 26.70 | 0.00 | -0.00 | -0.00 | 75.37 | 141.37 | 90.60 | + 29 | 26.70 | 26.70 | 0.00 | -0.00 | -0.00 | 70.74 | 132.69 | 83.94 | + 30 | 26.70 | 26.70 | 0.00 | -0.00 | -0.00 | 65.78 | 123.39 | 77.00 | + 31 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 26.04 | 116.47 | 71.69 | + 32 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 2.74 | 114.12 | 69.72 | + 33 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 48.42 | 109.37 | 65.81 | + 34 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 44.31 | 100.08 | 58.34 | + 35 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 39.95 | 90.23 | 50.69 | + 36 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 38.13 | 80.82 | 44.03 | + 37 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 45.60 | 70.48 | 37.83 | + 38 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 0.87 | 64.33 | 34.47 | + 39 | 30.00 | 30.00 | 0.00 | -0.00 | -0.00 | 25.00 | 57.61 | 30.43 | + 40 | 30.00 | 30.00 | 0.00 | -0.00 | -0.00 | 19.01 | 43.80 | 22.17 | + 41 | 21.66 | 21.66 | 0.00 | -0.00 | -0.00 | 9.38 | 31.85 | 18.34 | + 42 | 21.66 | 21.66 | 0.00 | -0.00 | -0.00 | 7.79 | 20.27 | 13.02 | + 43 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 1.72 | 10.14 | 8.36 | + 44 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 0.57 | 3.43 | 3.43 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 16.13 | 0.00 | 16.13 | 0.00 | 0.00 | N.A. | 0.00 | 3.23 | + 2 | 24.53 | 0.00 | 24.53 | 2.23 | 2.23 | 10.15 | 0.00 | 9.15 | + 3 | 31.32 | 0.00 | 31.32 | 0.00 | 0.00 | N.A. | 0.00 | 15.49 | + 4 | 36.22 | 0.00 | 36.22 | 0.00 | 0.00 | N.A. | 0.00 | 19.86 | + 5 | 44.14 | 0.00 | 44.14 | 12.18 | N.A. | N.A. | 0.00 | 23.93 | + 6 | 49.68 | -5.25 | 44.42 | 19.25 | N.A. | N.A. | 0.00 | 33.34 | + 7 | 54.58 | -5.90 | 48.69 | 22.94 | N.A. | N.A. | 0.00 | 39.73 | + 8 | 61.49 | -10.43 | 51.06 | 24.27 | N.A. | N.A. | 0.00 | 50.70 | + 9 | 66.39 | -17.56 | 48.83 | 28.08 | N.A. | N.A. | 0.00 | 59.25 | + 10 | 71.04 | -23.99 | 47.05 | 36.44 | N.A. | N.A. | 0.00 | 68.53 | + 11 | 74.55 | -28.62 | 45.93 | 41.32 | N.A. | N.A. | 0.00 | 77.72 | + 12 | 76.68 | -31.33 | 45.34 | 44.76 | N.A. | N.A. | 0.00 | 84.18 | + 13 | 78.76 | -32.28 | 46.48 | 45.01 | N.A. | N.A. | 0.00 | 89.49 | + 14 | 80.75 | -31.76 | 48.98 | 46.98 | N.A. | N.A. | 0.00 | 93.42 | + 15 | 82.35 | -31.24 | 51.11 | 48.81 | N.A. | N.A. | 0.00 | 97.04 | + 16 | 83.60 | -30.72 | 52.88 | 50.49 | N.A. | N.A. | 0.00 | 100.38 | + 17 | 84.50 | -30.20 | 54.30 | 52.03 | N.A. | N.A. | 0.00 | 103.45 | + 18 | 85.08 | -29.68 | 55.40 | 56.44 | N.A. | N.A. | 0.00 | 106.15 | + 19 | 85.50 | -29.35 | 56.15 | 64.24 | N.A. | N.A. | 13.00 | 120.81 | + 20 | 85.80 | -29.18 | 56.61 | 64.72 | N.A. | N.A. | 13.00 | 121.72 | + 21 | 85.86 | -29.02 | 56.84 | 65.10 | N.A. | N.A. | 13.00 | 122.44 | + 22 | 85.70 | -28.86 | 56.84 | 65.38 | N.A. | N.A. | 13.00 | 122.97 | + 23 | 85.31 | -28.69 | 56.61 | 65.57 | N.A. | N.A. | 13.00 | 123.32 | + 24 | 84.68 | -28.53 | 56.15 | 58.66 | N.A. | N.A. | 0.00 | 110.33 | + 25 | 82.73 | -27.33 | 55.40 | 57.64 | N.A. | N.A. | 0.00 | 108.40 | + 26 | 79.06 | -24.88 | 54.19 | 52.23 | N.A. | N.A. | 0.00 | 103.85 | + 27 | 74.91 | -22.34 | 52.57 | 49.81 | N.A. | N.A. | 0.00 | 99.04 | + 28 | 70.84 | -20.07 | 50.77 | 47.09 | N.A. | N.A. | 0.00 | 93.62 | + 29 | 66.68 | -17.93 | 48.75 | 43.88 | N.A. | N.A. | 0.00 | 87.24 | + 30 | 62.19 | -15.80 | 46.39 | 40.50 | N.A. | N.A. | 0.00 | 80.53 | + 31 | 58.82 | -14.04 | 44.78 | 40.17 | N.A. | N.A. | 0.00 | 75.54 | + 32 | 57.67 | -13.28 | 44.39 | 39.13 | N.A. | N.A. | 0.00 | 73.60 | + 33 | 55.41 | -11.85 | 43.55 | 37.06 | N.A. | N.A. | 0.00 | 69.71 | + 34 | 50.95 | -9.21 | 41.74 | 33.08 | N.A. | N.A. | 0.00 | 62.22 | + 35 | 46.19 | -6.65 | 39.54 | 28.96 | N.A. | N.A. | 0.00 | 54.47 | + 36 | 40.90 | -4.11 | 36.79 | 22.78 | N.A. | N.A. | 0.00 | 47.35 | + 37 | 33.82 | -1.18 | 32.64 | 20.03 | N.A. | N.A. | 0.00 | 41.16 | + 38 | 29.47 | 0.39 | 29.87 | 18.41 | N.A. | N.A. | 0.00 | 37.53 | + 39 | 26.21 | 0.97 | 27.18 | 19.38 | N.A. | N.A. | 0.00 | 33.57 | + 40 | 19.56 | 2.07 | 21.64 | 14.12 | N.A. | N.A. | 0.00 | 24.46 | + 41 | 13.51 | 0.00 | 13.51 | 10.67 | N.A. | N.A. | 0.00 | 20.13 | + 42 | 7.25 | 0.00 | 7.25 | 8.41 | N.A. | N.A. | 0.00 | 14.43 | + 43 | 1.78 | 0.00 | 1.78 | 0.00 | 0.00 | N.A. | 0.00 | 8.36 | + 44 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | N.A. | 0.00 | 3.43 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 3.23 | N.A. | N.A. | N.A. | N.A. | N.A. | 0.00 | N.A. | + 2 | 10.15 | 10.15 | 10.15 | 0.00 | 1.00 | 0.22 | 1.00 | 2.23 | N.A. | + 3 | N.A. | 15.49 | N.A. | N.A. | N.A. | N.A. | N.A. | 0.00 | N.A. | + 4 | N.A. | 19.86 | N.A. | N.A. | N.A. | N.A. | N.A. | 0.00 | N.A. | + 5 | N.A. | 27.16 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 37.80 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 44.41 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 54.84 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 63.39 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 73.15 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 82.27 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 88.60 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 93.39 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 96.89 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 100.07 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 102.96 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 105.56 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 107.86 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 122.17 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 122.54 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 122.71 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 122.70 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 122.49 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 109.09 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 106.65 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 101.70 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 96.40 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 90.60 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 83.94 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 77.00 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 71.69 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 69.72 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 65.81 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 34 | N.A. | 58.34 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 35 | N.A. | 50.69 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 36 | N.A. | 44.03 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 37 | N.A. | 37.83 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 38 | N.A. | 34.47 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 39 | N.A. | 30.43 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 40 | N.A. | 22.17 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 41 | N.A. | 18.34 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 42 | N.A. | 13.02 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 43 | N.A. | 8.36 | N.A. | N.A. | N.A. | N.A. | N.A. | 0.00 | N.A. | + 44 | N.A. | 3.43 | N.A. | N.A. | N.A. | N.A. | N.A. | 0.00 | N.A. | + + ---------|---------|---------|---------| + 26.20 | 3.50 | 10.70 | 5.56 | + + + END OF D-Geo Stability OUTPUT + ============================= Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1).std =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1).std (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1).std (revision 1490) @@ -0,0 +1,2086 @@ +Dump file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 4/23/2018 +TIME : 9:27:11 AM +FILENAME : C:\Users\zwan_ie\Desktop\Basissom_ShearStrenthModel\BasissomShearStrengthModel.Calc\Stability\Bishop\Loc(Test1)_Sce(1)_Pro(segment1_Test1).std +CREATED BY : D-Geo Stability version 18.1.1.3 +========================== BEGINNING OF DATA ========================== +[Input Data] +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1001 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 12 = number of items +[SOIL] +dijksmateriaal_klei +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=1.50 +SoilPhi=21.66 +SoilDilatancy=21.66 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_veen +SoilColor=536870911 +SoilSoilType=4 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=1.70 +SoilPhi=24.10 +SoilDilatancy=24.10 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_zand +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=3 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei1 +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.80 +SoilDilatancy=21.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei2 +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=24.10 +SoilDilatancy=24.10 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=5 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +ophoogmateriaalberm +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=2.68 +SoilPhi=21.66 +SoilDilatancy=21.66 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=6 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +ophoogmateriaaldijk +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=2.68 +SoilPhi=21.66 +SoilDilatancy=21.66 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +pleistoceen +SoilColor=16777215 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000001 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen1 +SoilColor=536870911 +SoilSoilType=4 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=1.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand3 +SoilColor=16777215 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000001 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand1 +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand2 +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 51 - Number of geometry points - + 1 0.000 -1.500 0.000 + 2 5.000 -1.500 0.000 + 3 12.000 -0.400 0.000 + 4 14.200 0.100 0.000 + 5 15.000 0.400 0.000 + 6 17.800 1.400 0.000 + 7 24.700 3.000 0.000 + 8 27.200 3.000 0.000 + 9 27.700 3.000 0.000 + 10 37.000 -2.100 0.000 + 11 65.000 -2.100 0.000 + 12 75.000 -2.100 0.000 + 13 105.000 -2.100 0.000 + 14 0.000 -27.000 0.000 + 15 105.000 -27.000 0.000 + 16 0.000 -2.000 0.000 + 17 0.000 -3.000 0.000 + 18 105.000 -3.000 0.000 + 19 0.000 -4.000 0.000 + 20 105.000 -4.000 0.000 + 21 0.000 -5.000 0.000 + 22 105.000 -5.000 0.000 + 23 0.000 -6.000 0.000 + 24 105.000 -6.000 0.000 + 25 0.000 -7.000 0.000 + 26 105.000 -7.000 0.000 + 27 8.182 -1.000 0.000 + 28 13.760 0.000 0.000 + 29 16.680 1.000 0.000 + 30 20.388 2.000 0.000 + 31 29.524 2.000 0.000 + 32 31.347 1.000 0.000 + 33 33.171 0.000 0.000 + 34 34.994 -1.000 0.000 + 35 36.818 -2.000 0.000 + 36 0.000 2.000 0.000 + 37 24.700 1.600 0.000 + 38 27.700 1.500 0.000 + 39 37.000 -2.300 0.000 + 40 65.000 -2.300 0.000 + 41 75.000 -2.300 0.000 + 42 105.000 -2.300 0.000 + 43 20.388 2.000 0.000 + 44 0.000 -1.400 0.000 + 45 105.000 -1.400 0.000 + 46 0.000 -1.400 0.000 + 47 105.000 -1.400 0.000 + 48 0.000 2.000 0.000 + 49 14.200 2.000 0.000 + 50 37.000 -1.440 0.000 + 51 105.000 -1.440 0.000 +[END OF POINTS] + +[CURVES] + 44 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 32 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 33 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 34 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 35 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 27 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 3 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 28 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 4 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 29 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 6 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 30 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 7 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 31 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 10 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 43 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 37 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 +[END OF CURVES] + +[BOUNDARIES] + 12 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 11 + 2 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 10 + 3 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 9 + 4 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 8 + 5 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 7 + 6 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 6 29 30 31 32 + 7 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 12 13 5 28 29 30 31 32 + 8 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 12 13 14 15 4 27 28 29 30 31 + 32 + 9 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 12 13 14 15 16 17 18 3 26 27 + 28 29 30 31 32 + 10 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 12 13 14 15 16 17 18 19 20 2 + 25 26 27 28 29 30 31 32 + 11 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 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] + 12 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 12 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 12 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 33 34 35 36 37 38 39 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 40 + 3 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 41 + 4 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 42 43 44 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 11 - Number of layers - + 1 - Layer number, next line is material of layer + zand2 + 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 + zand1 + 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 + wl_zand3 + 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 + veen1 + 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 + pleistoceen + 4 - Piezometric level line at top of layer + 4 - 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 + ophoogmateriaaldijk + 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 + ophoogmateriaalberm + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei2 + 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 + klei1 + 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_zand + 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 + dijksmateriaal_veen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[END OF RUN IDENTIFICATION TITLES] +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 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] + 11 Number of layers + 11 100 + 10 100 100 + 9 100 100 100 + 8 100 100 100 100 + 7 100 100 100 100 100 + 6 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 100 100 0 100 0 0 0 0 100 + 0 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 100 100 100 100 100 + 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 26.200 37.825 13 X-direction + 3.500 16.250 14 Y-direction + -2.100 -7.200 11 Tangent lines + 0.000 0.000 0 no fixed point used +[END OF CIRCLES] +[SPENCER SLIP DATA] + 0 Number of points +[END OF SPENCER SLIP DATA] +[SPENCER SLIP DATA 2] + 0 Number of points +[END OF SPENCER SLIP DATA 2] +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[END OF SPENCER SLIP INTERVAL] +[LINE LOADS] + 0 = number of items +[END OF LINE LOADS] +[UNIFORM LOADS] + 1 = number of items +Verkeersbelasting + 13.00 = magnitude + 24.70 27.20 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[END OF UNIFORM LOADS] +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[END OF EARTH QUAKE] +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 2.00 [m] +[END OF MINIMAL REQUIRED CIRCLE DEPTH] +[SLIP CIRCLE SELECTION] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=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 + 11 - Number of layers + 3 3 = Pl-top and pl-bottom + 2 3 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 4 4 = 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] + 104.99 = Boundary of M.H.W influence at X [m] + 2.99 = 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 Data] + +[ZONE RESULTS] +[Column Indication] +X-Centrepoint +Y-Centrepoint +Radius +Stability factor +[End of Column Indication] +[Data] + 26.20 3.50 10.70 5.56 + 26.20 3.50 10.19 5.61 + +[Dumps] + 1 : number of dumps in file + +[Dump] +[Dump Header] +[Column Indication] +Stability factor +Number of slices +X-Centrepoint +Y-Centrepoint +Radius +X coordinate left surface +X coordinate right surface +Dump name +[End of Column Indication] +[Data] +5.557142 44 26.200 3.500 10.700 15.870 35.715 +[End of Data] +[End Of Dump Header] +[SliceGeometry] +[Column Indication] +xRight +xLeft +yBottomRight +YBottomLeft +yTopRight +YTopLeft +[End of Column Indication] +[Data] + 16.089 15.870 0.000 0.711 0.789 0.711 + 16.492 16.089 -1.000 0.000 0.933 0.789 + 16.680 16.492 -1.385 -1.000 1.000 0.933 + 17.022 16.680 -2.000 -1.385 1.122 1.000 + 17.701 17.022 -3.000 -2.000 1.364 1.122 + 17.800 17.701 -3.128 -3.000 1.400 1.364 + 18.568 17.800 -4.000 -3.128 1.578 1.400 + 19.135 18.568 -4.536 -4.000 1.709 1.578 + 19.701 19.135 -5.000 -4.536 1.841 1.709 + 20.388 19.701 -5.484 -5.000 2.000 1.841 + 20.832 20.388 -5.756 -5.484 2.103 2.000 + 21.277 20.832 -6.000 -5.756 2.206 2.103 + 21.849 21.277 -6.276 -6.000 2.339 2.206 + 22.422 21.849 -6.511 -6.276 2.472 2.339 + 22.995 22.422 -6.709 -6.511 2.605 2.472 + 23.568 22.995 -6.871 -6.709 2.737 2.605 + 24.141 23.568 -7.000 -6.871 2.870 2.737 + 24.700 24.141 -7.094 -7.000 3.000 2.870 + 25.200 24.700 -7.153 -7.094 3.000 3.000 + 25.700 25.200 -7.188 -7.153 3.000 3.000 + 26.200 25.700 -7.200 -7.188 3.000 3.000 + 26.700 26.200 -7.188 -7.200 3.000 3.000 + 27.200 26.700 -7.153 -7.188 3.000 3.000 + 27.700 27.200 -7.094 -7.153 3.000 3.000 + 28.259 27.700 -7.000 -7.094 2.693 3.000 + 28.924 28.259 -6.847 -7.000 2.329 2.693 + 29.524 28.924 -6.671 -6.847 2.000 2.329 + 30.057 29.524 -6.481 -6.671 1.708 2.000 + 30.590 30.057 -6.258 -6.481 1.415 1.708 + 31.123 30.590 -6.000 -6.258 1.123 1.415 + 31.347 31.123 -5.881 -6.000 1.000 1.123 + 31.371 31.347 -5.868 -5.881 0.987 1.000 + 31.814 31.371 -5.609 -5.868 0.744 0.987 + 32.256 31.814 -5.321 -5.609 0.501 0.744 + 32.699 32.256 -5.000 -5.321 0.259 0.501 + 33.171 32.699 -4.618 -5.000 0.000 0.259 + 33.818 33.171 -4.014 -4.618 -0.355 0.000 + 33.832 33.818 -4.000 -4.014 -0.362 -0.355 + 34.265 33.832 -3.531 -4.000 -0.600 -0.362 + 34.699 34.265 -3.000 -3.531 -0.838 -0.600 + 34.994 34.699 -2.596 -3.000 -1.000 -0.838 + 35.378 34.994 -2.000 -2.596 -1.211 -1.000 + 35.548 35.378 -1.707 -2.000 -1.304 -1.211 + 35.715 35.548 -1.395 -1.707 -1.395 -1.304 +[End of Data] +[End of SliceGeometry] +[strength and Loads] +[Column Indication] +CohBottom +PhiBottom +Dilatancy +Cu +K0 +PoreOnSurface +YFrea +HPoreOnSurface +VPoreOnSurface +Weight +ExternalLoad +PseudoFactor +Strengthtype +[End of Column Indication] +[Data] + 0.000 0.000 0.000 0.000 0.000 12.265 2.000 0.958 -2.682 1.552 0.000 0.000 4 + 2.232 0.000 0.000 2.232 0.000 11.175 2.000 1.611 -4.511 9.484 0.000 0.000 5 + 0.000 0.000 0.000 0.000 0.000 10.139 2.000 0.680 -1.903 6.883 0.000 0.000 6 + 0.000 0.000 0.000 0.000 0.000 9.211 2.000 1.124 -3.148 16.018 0.000 0.000 6 + 2.680 21.660 21.660 0.000 0.000 7.423 2.000 1.800 -5.039 43.363 0.000 0.000 1 + 0.000 30.000 30.000 0.000 0.000 6.060 2.000 0.215 -0.602 7.571 0.000 0.000 1 + 0.000 30.000 30.000 0.000 0.000 5.012 2.000 0.893 -3.852 67.691 0.000 0.000 1 + 1.700 24.000 24.000 0.000 0.000 3.494 2.000 0.459 -1.978 57.973 0.000 0.000 1 + 1.700 24.000 24.000 0.000 0.000 2.207 2.000 0.290 -1.249 62.283 0.000 0.000 1 + 0.000 28.000 28.000 0.000 0.000 0.781 2.000 0.125 -0.537 82.070 0.000 0.000 1 + 0.000 28.000 28.000 0.000 0.000 0.000 1.979 0.000 -0.000 56.962 0.000 0.000 1 + 0.000 28.000 28.000 0.000 0.000 0.000 1.938 0.000 -0.000 59.511 0.000 0.000 1 + 0.000 26.700 26.700 0.000 0.000 0.000 1.891 0.000 -0.000 80.125 0.000 0.000 1 + 0.000 26.700 26.700 0.000 0.000 0.000 1.838 0.000 -0.000 83.566 0.000 0.000 1 + 0.000 26.700 26.700 0.000 0.000 0.000 1.785 0.000 -0.000 86.606 0.000 0.000 1 + 0.000 26.700 26.700 0.000 0.000 0.000 1.732 0.000 -0.000 89.270 0.000 0.000 1 + 0.000 26.700 26.700 0.000 0.000 0.000 1.678 0.000 -0.000 91.578 0.000 0.000 1 + 0.000 28.000 28.000 0.000 0.000 0.000 1.626 0.000 -0.000 91.284 0.000 0.000 1 + 0.000 28.000 28.000 0.000 0.000 0.000 1.592 0.000 -0.000 82.660 6.500 0.000 1 + 0.000 28.000 28.000 0.000 0.000 0.000 1.575 0.000 -0.000 83.074 6.500 0.000 1 + 0.000 28.000 28.000 0.000 0.000 0.000 1.558 0.000 -0.000 83.277 6.500 0.000 1 + 0.000 28.000 28.000 0.000 0.000 0.000 1.542 0.000 -0.000 83.268 6.500 0.000 1 + 0.000 28.000 28.000 0.000 0.000 0.000 1.525 0.000 -0.000 83.049 6.500 0.000 1 + 0.000 28.000 28.000 0.000 0.000 0.000 1.508 0.000 -0.000 82.618 0.000 0.000 1 + 0.000 28.000 28.000 0.000 0.000 0.000 1.386 -0.000 -0.000 90.606 0.000 0.000 1 + 0.000 26.700 26.700 0.000 0.000 0.000 1.136 -0.000 -0.000 103.645 0.000 0.000 1 + 0.000 26.700 26.700 0.000 0.000 0.000 0.877 -0.000 -0.000 89.383 0.000 0.000 1 + 0.000 26.700 26.700 0.000 0.000 0.000 0.646 -0.000 -0.000 75.372 0.000 0.000 1 + 0.000 26.700 26.700 0.000 0.000 0.000 0.428 -0.000 -0.000 70.741 0.000 0.000 1 + 0.000 26.700 26.700 0.000 0.000 0.000 0.210 -0.000 -0.000 65.785 0.000 0.000 1 + 0.000 28.000 28.000 0.000 0.000 0.000 0.056 -0.000 -0.000 26.041 0.000 0.000 1 + 0.000 28.000 28.000 0.000 0.000 0.000 0.005 -0.000 -0.000 2.739 0.000 0.000 1 + 0.000 28.000 28.000 0.000 0.000 0.000 -0.090 -0.000 -0.000 48.422 0.000 0.000 1 + 0.000 28.000 28.000 0.000 0.000 0.000 -0.271 -0.000 -0.000 44.310 0.000 0.000 1 + 0.000 28.000 28.000 0.000 0.000 0.000 -0.452 -0.000 -0.000 39.948 0.000 0.000 1 + 1.700 24.000 24.000 0.000 0.000 0.000 -0.639 -0.000 -0.000 38.128 0.000 0.000 1 + 1.700 24.000 24.000 0.000 0.000 0.000 -0.868 -0.000 -0.000 45.597 0.000 0.000 1 + 1.700 24.000 24.000 0.000 0.000 0.000 -1.003 -0.000 -0.000 0.869 0.000 0.000 1 + 0.000 30.000 30.000 0.000 0.000 0.000 -1.094 -0.000 -0.000 25.000 0.000 0.000 1 + 0.000 30.000 30.000 0.000 0.000 0.000 -1.271 -0.000 -0.000 19.008 0.000 0.000 1 + 2.680 21.660 21.660 0.000 0.000 0.000 -1.420 -0.000 -0.000 9.384 0.000 0.000 1 + 2.680 21.660 21.660 0.000 0.000 0.000 -1.559 -0.000 -0.000 7.789 0.000 0.000 1 + 0.000 0.000 0.000 0.000 0.000 0.000 -1.672 -0.000 -0.000 1.718 0.000 0.000 6 + 0.000 0.000 0.000 0.000 0.000 0.000 -1.741 -0.000 -0.000 0.572 0.000 0.000 6 +[End of Data] +[End of Strength and Loads] +[Stresses] +[Column Indication] +TotalStress +EffectiveStress +HydrostaticPore +AanpasPore +PnLinePore +ShearStress +NormalStress +LoadStress +NormalStress +WaterLoadStress +TotalPore +[End of Column Indication] +[Data] + 19.364 3.230 16.134 0.000 16.134 0.000 3.230 0.000 3.230 0.000 16.134 + 34.671 10.146 24.525 0.000 24.525 0.402 9.151 0.000 9.151 0.000 24.525 + 46.805 15.488 31.317 0.000 31.317 0.000 15.488 0.000 15.488 0.000 31.317 + 56.079 19.858 36.222 0.000 36.222 0.000 19.858 0.000 19.858 0.000 36.222 + 71.302 27.157 44.145 0.000 44.145 2.192 23.928 0.000 23.928 0.000 44.145 + 82.220 37.797 49.678 0.000 44.423 3.464 33.339 0.000 33.339 0.000 44.423 + 93.095 44.410 54.583 0.000 48.686 4.127 39.726 0.000 39.726 0.000 48.686 + 105.894 54.836 61.487 0.000 51.058 4.368 50.704 0.000 50.704 0.000 51.058 + 112.219 63.390 66.392 0.000 48.830 5.053 59.245 0.000 59.245 0.000 48.830 + 120.203 73.150 71.044 0.000 47.053 6.557 68.533 0.000 68.533 0.000 47.053 + 128.207 82.275 74.551 0.000 45.933 7.436 77.717 0.000 77.717 0.000 45.933 + 133.944 88.600 76.678 0.000 45.345 8.054 84.181 0.000 84.181 0.000 45.345 + 139.869 93.391 78.763 0.000 46.478 8.100 89.494 0.000 89.494 0.000 46.478 + 145.876 96.892 80.747 0.000 48.984 8.455 93.419 0.000 93.419 0.000 48.984 + 151.182 100.074 82.351 0.000 51.109 8.783 97.041 0.000 97.041 0.000 51.109 + 155.833 102.957 83.597 0.000 52.876 9.085 100.381 0.000 100.381 0.000 52.876 + 159.863 105.558 84.504 0.000 54.304 9.363 103.454 0.000 103.454 0.000 54.304 + 163.262 107.863 85.083 0.000 55.399 10.156 106.150 0.000 106.150 0.000 55.399 + 178.319 122.169 85.498 0.000 56.150 11.559 120.809 13.000 120.809 0.000 56.150 + 179.148 122.537 85.796 0.000 56.611 11.646 121.719 13.000 121.719 0.000 56.611 + 179.553 122.712 85.862 0.000 56.841 11.715 122.439 13.000 122.439 0.000 56.841 + 179.536 122.696 85.698 0.000 56.841 11.766 122.971 13.000 122.971 0.000 56.841 + 179.098 122.487 85.305 0.000 56.611 11.799 123.317 13.000 123.317 0.000 56.611 + 165.236 109.086 84.681 0.000 56.150 10.556 110.328 0.000 110.328 0.000 56.150 + 162.049 106.650 82.727 0.000 55.399 10.372 108.400 0.000 108.400 0.000 55.399 + 155.886 101.698 79.063 0.000 54.188 9.399 103.855 0.000 103.855 0.000 54.188 + 148.972 96.400 74.912 0.000 52.572 8.964 99.042 0.000 99.042 0.000 52.572 + 141.375 90.602 70.842 0.000 50.773 8.473 93.622 0.000 93.622 0.000 50.773 + 132.689 83.940 66.680 0.000 48.748 7.896 87.239 0.000 87.239 0.000 48.748 + 123.391 77.001 62.186 0.000 46.391 7.288 80.525 0.000 80.525 0.000 46.391 + 116.469 71.685 58.820 0.000 44.784 7.228 75.540 0.000 75.540 0.000 44.784 + 114.116 69.724 57.674 0.000 44.392 7.042 73.599 0.000 73.599 0.000 44.392 + 109.368 65.814 55.406 0.000 43.555 6.670 69.706 0.000 69.706 0.000 43.555 + 100.080 58.341 50.950 0.000 41.739 5.953 62.216 0.000 62.216 0.000 41.739 + 90.229 50.694 46.188 0.000 39.535 5.212 54.471 0.000 54.471 0.000 39.535 + 80.820 44.030 40.905 0.000 36.790 4.100 47.353 0.000 47.353 0.000 36.790 + 70.475 37.833 33.825 0.000 32.642 3.604 41.160 0.000 41.160 0.000 32.642 + 64.334 34.468 29.472 0.000 29.866 3.312 37.526 0.000 37.526 0.000 29.866 + 57.611 30.428 26.209 0.000 27.183 3.488 33.572 0.000 33.572 0.000 27.183 + 43.802 22.167 19.564 0.000 21.636 2.541 24.457 0.000 24.457 0.000 21.636 + 31.855 18.340 13.514 0.000 13.514 1.921 20.129 0.000 20.129 0.000 13.514 + 20.271 13.023 7.249 0.000 7.249 1.514 14.432 0.000 14.432 0.000 7.249 + 10.135 8.356 1.779 0.000 1.779 0.000 8.356 0.000 8.356 0.000 1.779 + 3.426 3.426 0.000 0.000 0.000 0.000 3.426 0.000 3.426 0.000 0.000 +[End of Data] +[End of Stresses] +[CUCalculates results} +[Column Indication] +PreLoadStress +Yieldstress +POP +OCR +Exponent +SFactor +AdditionalFactorLEM +[End of Column Indication] +[Data] + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 10.146 10.146 0.000 1.000 1.000 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 +[End of Data] +[End of CUCalculates results} +[End of Dump] + +[CALCULATION TIME] +00:00:00 +[END OF CALCULATION TIME] + +[End of Dump File] Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/locations.csv =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/locations.csv (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/locations.csv (revision 1490) @@ -0,0 +1,2 @@ +location_id;surfaceline_id;segment_id;geo_x;geo_y;polderlevel;polderlevellow;head_pl2;head_pl3;grass_quality;direction;x_soilgeometry2D_origin;ophoogmateriaaldijk;ophoogmateriaalberm;dempingsfactor_pl3;dempingsfactor_pl4;Sheetpile_x;Sheetpile_y;Sheetpile_z;Sheetpile_length;use_original_plline_assignments;PenetrationLength;TrafficLoad;PLLineCreationMethod;PLLineOffsetBelowDikeTopAtRiver;PLLineOffsetBelowDikeTopAtPolder;PLLineOffsetBelowShoulderBaseInside;PLLineOffsetBelowDikeToeAtPolder;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;materiaaltypedijk;baggerdiepte;bp_tp;bp_hbp;bp_ldp;minimal_circle_depth;level_reduction_inside;level_reduction_outside;layer_height_distribution;layer_height_deviation;distance_to_entry_point;safety_factor_piping;safety_factor_stability_inner_slope;safety_factor_stability_outer_slope;probability_of_failure_stability_innerslope;probability_of_failure_piping;probability_of_failure_stability_outerslope;uplift_criterion_piping;uplift_criterion_stability +Test1;Test1;1;27,7;0;-2,45;-2,55;-1,4;-1,4;0;1;0;ophoogmateriaaldijk;ophoogmateriaalberm;0;0;14,2;0;0,1;3;False;1;13;ExpertKnowledgeRRD;0,4;0,5;0,2;0,2;0,3333;1;2;klei;-1,8;2;1,5;1;2;0,5;0,5;LogNormal;0,4;0,3;1,2;1,05;1,05;0,001;0,0011;0,0012;1,2;1,2 Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/soilmaterials/soilmaterials_50%.mds =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/soilmaterials/soilmaterials_50%.mds (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/soilmaterials/soilmaterials_50%.mds (revision 1490) @@ -0,0 +1,25 @@ +[Frame] +ProjectId=- +AnnexNum=- +DrawnBy=- +DateStamp=- +UseCurrentDate=1 + +[Page] +PagePrintAxes01=0 +PageOrientation01=1 +PageMarginLeft01=10 +PageMarginRight01=30 +PageMarginTop01=10 +PageMarginBottom01=10 +PageWidth01=210 +PageHeight01=297 +PagePrintAxes02=0 +PageOrientation02=0 +PageMarginLeft02=30 +PageMarginRight02=10 +PageMarginTop02=10 +PageMarginBottom02=10 +PageWidth02=210 +PageHeight02=297 + Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/soilmaterials.mds =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/soilmaterials.mds (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/soilmaterials.mds (revision 1490) @@ -0,0 +1,25 @@ +[Frame] +ProjectId=- +AnnexNum=- +DrawnBy=- +DateStamp=- +UseCurrentDate=1 + +[Page] +PagePrintAxes01=0 +PageOrientation01=1 +PageMarginLeft01=10 +PageMarginRight01=30 +PageMarginTop01=10 +PageMarginBottom01=10 +PageWidth01=210 +PageHeight01=297 +PagePrintAxes02=0 +PageOrientation02=0 +PageMarginLeft02=30 +PageMarginRight02=10 +PageMarginTop02=10 +PageMarginBottom02=10 +PageWidth02=210 +PageHeight02=297 + Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1)_Ite(1).sti.xml =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1)_Ite(1).sti.xml (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1)_Ite(1).sti.xml (revision 1490) @@ -0,0 +1,80 @@ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ No newline at end of file Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/soilmaterials/soilmaterials_100%.mds =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/soilmaterials/soilmaterials_100%.mds (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/soilmaterials/soilmaterials_100%.mds (revision 1490) @@ -0,0 +1,25 @@ +[Frame] +ProjectId=- +AnnexNum=- +DrawnBy=- +DateStamp=- +UseCurrentDate=1 + +[Page] +PagePrintAxes01=0 +PageOrientation01=1 +PageMarginLeft01=10 +PageMarginRight01=30 +PageMarginTop01=10 +PageMarginBottom01=10 +PageWidth01=210 +PageHeight01=297 +PagePrintAxes02=0 +PageOrientation02=0 +PageMarginLeft02=30 +PageMarginRight02=10 +PageMarginTop02=10 +PageMarginBottom02=10 +PageWidth02=210 +PageHeight02=297 + Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/segments.csv =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/segments.csv (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/segments.csv (revision 1490) @@ -0,0 +1,2 @@ +segment_id;soilprofile_id;probability;calculation_type +1;segment1_Test1;1;Stability Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/characteristicpoints.csv =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/characteristicpoints.csv (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/characteristicpoints.csv (revision 1490) @@ -0,0 +1,2 @@ +Profielnaam;X_Maaiveld binnenwaarts;Y_Maaiveld binnenwaarts;Z_Maaiveld binnenwaarts;X_Insteek sloot polderzijde;Y_Insteek sloot polderzijde;Z_Insteek sloot polderzijde;X_Slootbodem polderzijde;Y_Slootbodem polderzijde;Z_Slootbodem polderzijde;X_Slootbodem dijkzijde;Y_Slootbodem dijkzijde;Z_Slootbodem dijkzijde;X_Insteek sloot dijkzijde;Y_Insteek_sloot dijkzijde;Z_Insteek sloot dijkzijde;X_Teen dijk binnenwaarts;Y_Teen dijk binnenwaarts;Z_Teen dijk binnenwaarts;X_Kruin binnenberm;Y_Kruin binnenberm;Z_Kruin binnenberm;X_Insteek binnenberm;Y_Insteek binnenberm;Z_Insteek binnenberm;X_Kruin binnentalud;Y_Kruin binnentalud;Z_Kruin binnentalud;X_Verkeersbelasting kant binnenwaarts;Y_Verkeersbelasting kant binnenwaarts;Z_Verkeersbelasting kant binnenwaarts;X_Verkeersbelasting kant buitenwaarts;Y_Verkeersbelasting kant buitenwaarts;Z_Verkeersbelasting kant buitenwaarts;X_Kruin buitentalud;Y_Kruin buitentalud;Z_Kruin buitentalud;X_Insteek buitenberm;Y_Insteek buitenberm;Z_Insteek buitenberm;X_Kruin buitenberm;Y_Kruin buitenberm;Z_Kruin buitenberm;X_Teen dijk buitenwaarts;Y_Teen dijk buitenwaarts;Z_Teen dijk buitenwaarts;X_Maaiveld buitenwaarts;Y_Maaiveld buitenwaarts;Z_Maaiveld buitenwaarts;X_Dijktafelhoogte;Y_Dijktafelhoogte;Z_Dijktafelhoogte;Volgnummer +Test1;105;0;-2,1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;37;0;-2,1;-1;-1;-1;-1;-1;-1;27,7;0;3;27,2;0;3;24,7;0;3;24,7;0;3;-1;-1;-1;-1;-1;-1;14,2;0;0,1;0;0;-1,5;24,7;0;3;0 Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1)_Ite(1).sto =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1)_Ite(1).sto (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1)_Ite(1).sto (revision 1490) @@ -0,0 +1,573 @@ +Program : D-Geo Stability +Version : 18.1.1.3 +Company : Stichting Deltares +Date : 4/23/2018 +Time : 9:41:14 AM + +Output file : C:\Users\zwan_ie\Desktop\Basissom_ShearStrenthModel\BasissomShearStrengthModel.Calc\Stability\Bishop\Loc(Test1)_Sce(1)_Pro(segment1_Test1)_Ite(1).sto +Input file : C:\Users\zwan_ie\Desktop\Basissom_ShearStrenthModel\BasissomShearStrengthModel.Calc\Stability\Bishop\Loc(Test1)_Sce(1)_Pro(segment1_Test1)_Ite(1).sti +========================== BEGINNING OF DATA ========================== + + + ECHO OF THE INPUT + ================= + + + Problem identification : + : + + Calculation model : Bishop + Default shear strength : C phi + + LAYER BOUNDARIES + ================ + + Boundary no.| Co-ordinates [m] + ------------|---------------------------------------------------- + | + 15 - X - | 0.00 5.00 12.00 13.76 14.20 15.00 + 15 - Y - | -1.50 -1.50 -0.40 0.00 0.10 0.40 + | + 15 - X - | 16.68 17.80 24.70 27.20 27.70 29.52 + 15 - Y - | 1.00 1.40 3.00 3.00 3.00 2.00 + | + 15 - X - | 33.17 36.82 37.00 65.00 75.00 105.00 + 15 - Y - | 0.00 -2.00 -2.10 -2.10 -2.10 -2.10 + | + 14 - X - | 0.00 5.00 8.18 12.00 13.76 14.20 + 14 - Y - | -1.50 -1.50 -1.00 -0.40 0.00 0.10 + | + 14 - X - | 15.00 16.68 17.80 24.70 27.20 27.70 + 14 - Y - | 0.40 1.00 1.40 3.00 3.00 3.00 + | + 14 - X - | 29.52 33.17 36.82 37.00 65.00 75.00 + 14 - Y - | 2.00 0.00 -2.00 -2.10 -2.10 -2.10 + | + 14 - X - | 105.00 + 14 - Y - | -2.10 + | + 13 - X - | 0.00 5.00 8.18 12.00 13.76 14.20 + 13 - Y - | -1.50 -1.50 -1.00 -0.40 0.00 0.10 + | + 13 - X - | 15.00 16.68 17.80 20.39 24.70 27.20 + 13 - Y - | 0.40 1.00 1.40 2.00 3.00 3.00 + | + 13 - X - | 27.70 29.52 33.17 36.82 37.00 65.00 + 13 - Y - | 3.00 2.00 0.00 -2.00 -2.10 -2.10 + | + 13 - X - | 75.00 105.00 + 13 - Y - | -2.10 -2.10 + | + 12 - X - | 0.00 5.00 8.18 12.00 13.76 14.20 + 12 - Y - | -1.50 -1.50 -1.00 -0.40 0.00 0.10 + | + 12 - X - | 15.00 16.68 17.80 20.39 29.52 33.17 + 12 - Y - | 0.40 1.00 1.40 2.00 2.00 0.00 + | + 12 - X - | 36.82 37.00 65.00 75.00 105.00 + 12 - Y - | -2.00 -2.10 -2.10 -2.10 -2.10 + | + 11 - X - | 0.00 5.00 8.18 12.00 13.76 14.20 + 11 - Y - | -1.50 -1.50 -1.00 -0.40 0.00 0.10 + | + 11 - X - | 15.00 16.68 17.80 20.39 29.52 31.35 + 11 - Y - | 0.40 1.00 1.40 2.00 2.00 1.00 + | + 11 - X - | 33.17 36.82 37.00 65.00 75.00 105.00 + 11 - Y - | 0.00 -2.00 -2.10 -2.10 -2.10 -2.10 + | + 10 - X - | 0.00 5.00 8.18 12.00 13.76 14.20 + 10 - Y - | -1.50 -1.50 -1.00 -0.40 0.00 0.10 + | + 10 - X - | 15.00 16.68 31.35 33.17 36.82 37.00 + 10 - Y - | 0.40 1.00 1.00 0.00 -2.00 -2.10 + | + 10 - X - | 65.00 75.00 105.00 + 10 - Y - | -2.10 -2.10 -2.10 + | + 9 - X - | 0.00 5.00 8.18 12.00 13.76 33.17 + 9 - Y - | -1.50 -1.50 -1.00 -0.40 0.00 0.00 + | + 9 - X - | 36.82 37.00 65.00 75.00 105.00 + 9 - Y - | -2.00 -2.10 -2.10 -2.10 -2.10 + | + 8 - X - | 0.00 5.00 8.18 12.00 13.76 33.17 + 8 - Y - | -1.50 -1.50 -1.00 -0.40 0.00 0.00 + | + 8 - X - | 34.99 36.82 37.00 65.00 75.00 105.00 + 8 - Y - | -1.00 -2.00 -2.10 -2.10 -2.10 -2.10 + | + 7 - X - | 0.00 5.00 8.18 34.99 36.82 37.00 + 7 - Y - | -1.50 -1.50 -1.00 -1.00 -2.00 -2.10 + | + 7 - X - | 65.00 75.00 105.00 + 7 - Y - | -2.10 -2.10 -2.10 + | + 6 - X - | 0.00 36.82 37.00 65.00 75.00 105.00 + 6 - Y - | -2.00 -2.00 -2.10 -2.10 -2.10 -2.10 + | + 5 - X - | 0.00 105.00 + 5 - Y - | -3.00 -3.00 + | + 4 - X - | 0.00 105.00 + 4 - Y - | -4.00 -4.00 + | + 3 - X - | 0.00 105.00 + 3 - Y - | -5.00 -5.00 + | + 2 - X - | 0.00 105.00 + 2 - Y - | -6.00 -6.00 + | + 1 - X - | 0.00 105.00 + 1 - Y - | -7.00 -7.00 + | + 0 - X - | 0.00 105.00 + 0 - Y - | -27.00 -27.00 + + + + PL-LINES + ======== + + Pl-line no. | Co-ordinates [m] + ------------|---------------------------------------------------- + | + 1 - X - | 0.00 20.39 24.70 27.70 37.00 65.00 + 1 - Y - | 2.00 2.00 1.60 1.50 -2.30 -2.30 + | + 1 - X - | 75.00 105.00 + 1 - Y - | -2.30 -2.30 + | + 2 - X - | 0.00 105.00 + 2 - Y - | -27.00 -27.00 + | + 3 - X - | 0.00 105.00 + 3 - Y - | -1.40 -1.40 + | + 4 - X - | 0.00 14.20 37.00 105.00 + 4 - Y - | 2.00 2.00 -1.44 -1.44 + + + + + Unit weight of water used for calculation: 9.81 [kN/m3] + The groundwater level is determined by Pl-line number 1 + + + + FORBIDDEN LINES + =============== + + No forbidden lines were input. + + + + SOIL PROPERTIES + =============== + + Layer no.| Material name + ---------|----------------------------- + 15 | dijksmateriaal_veen + 14 | dijksmateriaal_veen + 13 | dijksmateriaal_veen + 12 | dijksmateriaal_veen + 11 | dijksmateriaal_zand + 10 | klei1 + 9 | dijksmateriaal_veen + 8 | klei2 + 7 | ophoogmateriaalberm + 6 | ophoogmateriaaldijk + 5 | pleistoceen + 4 | veen1 + 3 | wl_zand3 + 2 | zand1 + 1 | zand2 + + Layer | Gam usat| Gam sat | Pl-line | Pl-line | + number | [kN/m3] | [kN/m3] | top | bottom | + ---------|---------|---------|---------|---------| + 15 | 11.00 | 11.00 | 1 | 99 | + 14 | 11.00 | 11.00 | 99 | 99 | + 13 | 11.00 | 11.00 | 99 | 99 | + 12 | 11.00 | 11.00 | 99 | 99 | + 11 | 17.00 | 18.00 | 1 | 1 | + 10 | 18.00 | 18.00 | 1 | 1 | + 9 | 11.00 | 11.00 | 99 | 99 | + 8 | 16.00 | 16.00 | 1 | 1 | + 7 | 17.00 | 17.00 | 1 | 1 | + 6 | 17.00 | 17.00 | 1 | 1 | + 5 | 19.00 | 20.00 | 4 | 4 | + 4 | 10.50 | 10.50 | 99 | 99 | + 3 | 17.00 | 18.00 | 99 | 99 | + 2 | 17.00 | 18.00 | 99 | 99 | + 1 | 17.00 | 18.00 | 3 | - | + + Layer | Cohesion| Phi |Dilatancy| S | POP | m | + number | [kN/m2] |[degrees]|[degrees]| [ - ] | [kN/m2] | [ - ] | + ---------|---------|---------|---------|---------|---------|---------| + 15 | 1.70 | 24.10 | 24.10 | - | - | - | + 14 | 1.70 | 24.10 | 24.10 | - | - | - | + 13 | 1.70 | 24.10 | 24.10 | - | - | - | + 12 | 1.70 | 24.10 | 24.10 | - | - | - | + 11 | - | - | - | - | - | - | + 10 | - | - | - | - | - | - | + 9 | 1.70 | 24.10 | 24.10 | - | - | - | + 8 | - | - | - | 0.22 | 0.00 | 1=fixed | + 7 | - | - | - | - | - | - | + 6 | 2.68 | 21.66 | 21.66 | - | - | - | + 5 | 0.00 | 30.00 | 30.00 | - | - | - | + 4 | 1.70 | 24.00 | 24.00 | - | - | - | + 3 | 0.00 | 28.00 | 28.00 | - | - | - | + 2 | 0.00 | 26.70 | 26.70 | - | - | - | + 1 | 0.00 | 28.00 | 28.00 | - | - | - | + + Layer | Su top | Su bot. | Su grad.| POP top | POP bot.|Gamma LEM| + number | [kN/m2] | [kN/m2] |[kN/m2/m]| [kN/m2] | [kN/m2] | [-] | + ---------|---------|---------|---------|---------|---------|---------| + 15 | - | - | - | - | - | - | + 14 | - | - | - | - | - | - | + 13 | - | - | - | - | - | - | + 12 | - | - | - | - | - | - | + 11 | - | - | - | - | - | - | + 10 | 0.00 | 0.00 | - | - | - | - | + 9 | - | - | - | - | - | - | + 8 | - | - | - | - | - | - | + 7 | 0.00 | - | 0.00 | - | - | - | + 6 | - | - | - | - | - | - | + 5 | - | - | - | - | - | - | + 4 | - | - | - | - | - | - | + 3 | - | - | - | - | - | - | + 2 | - | - | - | - | - | - | + 1 | - | - | - | - | - | - | + + + + No degree of consolidation <> 100% input. + + + + CENTER POINT GRID AND TANGENT LINES + =================================== + + X co-ordinate grid left : 26.20 [m] + X co-ordinate grid right : 37.83 [m] + Number of grid points in X - direction : 13 + + Y co-ordinate grid bottom : 3.50 [m] + Y co-ordinate grid top : 16.25 [m] + Number of grid points in Y - direction : 14 + + Y co-ordinate tangent smallest circle : -2.10 [m] + Y co-ordinate tangent biggest circle : -7.20 [m] + Number of circles per grid point : 11 + + No fixed points input. + + Total number of center points in the grid: 182 + Total number of slip circles in the grid : 2002 + + + + MEASURED YIELD STRESS + ===================== + + No measured yield stress input. + + + LINE LOADS + ========== + + No line loads were input. + + + + UNIFORM LOAD + ============ + + Uniform |Magnitude| X start | X end | Distrib.| Load | + load number | [kN/m] | [m] | [m] | degrees | Type | + ------------|---------|---------|---------|---------|-----------| + 1 | 13.00 | 24.70 | 27.20 | 0.00 | Temporary | + + + + TREE ON SLOPE + ============= + + No tree on slope was input. + + + + DEGREE OF CONSOLIDATION : TEMPORARY LOADS + ========================================= + + Layer number| Degree of consolidation + -------------|------------------------- + 15 | 0 + 14 | 0 + 13 | 0 + 12 | 0 + 11 | 100 + 10 | 0 + 9 | 0 + 8 | 0 + 7 | 0 + 6 | 0 + 5 | 100 + 4 | 0 + 3 | 100 + 2 | 100 + 1 | 100 + + + + EARTHQUAKE + ========== + + No earth quake factors were input. + + + + +**************** The input has been tested, and is correct. **************** +****************************************************************************** + + + RESULTS OF THE SLOPE STABILITY ANALYSIS + ======================================= + + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 26.20 | 3.50 | 10.70 | 5.45 | + ---------|---------|---------|---------| + 26.20 | 3.50 | 10.19 | 5.45 | + + Information on the critical circle : Fmin = 5.448 + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 26.20 [m] + Y co-ordinate center point : 3.50 [m] + Radius of critical circle : 10.19 [m] + + The center point of the critical circle is not enclosed + + Total driving moment : 1365.57 [kNm/m] + Driving moment free water : 183.09 [kNm/m] + Driving moment external loads : 8.13 [kNm/m] + Iterated resisting moment : 7439.07 [kNm/m] + Non-iterated resisting moment : 7601.37 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 16.49 | 0.44 | 0.93 | 0.28 | -72.51 | 19.65 | 0.93 | N.A. | + 2 | 16.65 | -0.07 | 0.99 | 0.05 | -69.51 | 19.65 | 0.14 | N.A. | + 3 | 16.87 | -0.57 | 1.07 | 0.38 | -66.45 | 19.65 | 0.94 | N.A. | + 4 | 17.34 | -1.50 | 1.24 | 0.56 | -60.56 | 19.65 | 1.15 | N.A. | + 5 | 17.71 | -2.13 | 1.37 | 0.18 | -56.43 | 19.65 | 0.32 | 2.68 | + 6 | 18.08 | -2.63 | 1.46 | 0.55 | -52.94 | 13.06 | 0.92 | 2.68 | + 7 | 18.59 | -3.27 | 1.58 | 0.47 | -48.36 | 13.06 | 0.71 | 0.00 | + 8 | 19.06 | -3.77 | 1.69 | 0.47 | -44.48 | 13.06 | 0.67 | 0.00 | + 9 | 19.57 | -4.23 | 1.81 | 0.54 | -40.60 | 13.06 | 0.71 | 1.70 | + 10 | 20.12 | -4.67 | 1.94 | 0.54 | -36.69 | 13.06 | 0.68 | 1.70 | + 11 | 20.39 | -4.87 | 2.00 | 0.00 | -34.78 | 13.06 | 0.00 | 1.70 | + 12 | 20.48 | -4.93 | 2.02 | 0.19 | -34.12 | 13.06 | 0.23 | 1.70 | + 13 | 20.82 | -5.15 | 2.10 | 0.48 | -31.87 | 13.06 | 0.57 | 0.00 | + 14 | 21.31 | -5.43 | 2.21 | 0.48 | -28.72 | 13.06 | 0.55 | 0.00 | + 15 | 21.79 | -5.68 | 2.32 | 0.48 | -25.66 | 13.06 | 0.54 | 0.00 | + 16 | 22.27 | -5.90 | 2.44 | 0.48 | -22.68 | 13.06 | 0.52 | 0.00 | + 17 | 22.79 | -6.10 | 2.56 | 0.55 | -19.58 | 13.06 | 0.58 | 0.00 | + 18 | 23.33 | -6.27 | 2.68 | 0.55 | -16.34 | 13.06 | 0.57 | 0.00 | + 19 | 23.88 | -6.42 | 2.81 | 0.55 | -13.16 | 13.06 | 0.56 | 0.00 | + 20 | 24.43 | -6.53 | 2.94 | 0.55 | -10.03 | 13.06 | 0.55 | 0.00 | + 21 | 24.95 | -6.61 | 3.00 | 0.50 | -7.05 | 0.00 | 0.50 | 0.00 | + 22 | 25.45 | -6.66 | 3.00 | 0.50 | -4.22 | 0.00 | 0.50 | 0.00 | + 23 | 25.95 | -6.68 | 3.00 | 0.50 | -1.41 | 0.00 | 0.50 | 0.00 | + 24 | 26.45 | -6.68 | 3.00 | 0.50 | 1.41 | 0.00 | 0.50 | 0.00 | + 25 | 26.95 | -6.66 | 3.00 | 0.50 | 4.22 | 0.00 | 0.50 | 0.00 | + 26 | 27.45 | -6.61 | 3.00 | 0.50 | 7.05 | 0.00 | 0.50 | 0.00 | + 27 | 28.01 | -6.52 | 2.83 | 0.61 | 10.21 | -28.73 | 0.62 | 0.00 | + 28 | 28.62 | -6.39 | 2.50 | 0.61 | 13.73 | -28.73 | 0.63 | 0.00 | + 29 | 29.22 | -6.23 | 2.16 | 0.60 | 17.27 | -28.73 | 0.63 | 0.00 | + 30 | 29.70 | -6.07 | 1.90 | 0.36 | 20.12 | -28.74 | 0.39 | 0.00 | + 31 | 30.13 | -5.90 | 1.67 | 0.49 | 22.69 | -28.74 | 0.53 | 0.00 | + 32 | 30.62 | -5.68 | 1.40 | 0.49 | 25.69 | -28.74 | 0.54 | 0.00 | + 33 | 31.10 | -5.43 | 1.13 | 0.49 | 28.78 | -28.74 | 0.56 | 0.00 | + 34 | 31.36 | -5.29 | 0.99 | 0.02 | 30.42 | -28.74 | 0.03 | 0.00 | + 35 | 31.60 | -5.14 | 0.86 | 0.45 | 31.98 | -28.74 | 0.53 | 0.00 | + 36 | 32.03 | -4.85 | 0.62 | 0.43 | 34.93 | -28.74 | 0.52 | 1.70 | + 37 | 32.46 | -4.54 | 0.39 | 0.43 | 37.91 | -28.74 | 0.54 | 1.70 | + 38 | 32.89 | -4.19 | 0.16 | 0.43 | 41.02 | -28.74 | 0.56 | 1.70 | + 39 | 33.13 | -3.97 | 0.02 | 0.07 | 42.89 | -28.74 | 0.10 | 0.00 | + 40 | 33.49 | -3.60 | -0.18 | 0.65 | 45.77 | -28.74 | 0.93 | 0.00 | + 41 | 33.93 | -3.13 | -0.42 | 0.23 | 49.37 | -28.74 | 0.35 | 0.00 | + 42 | 34.41 | -2.50 | -0.68 | 0.73 | 53.85 | -28.74 | 1.24 | 2.68 | + 43 | 34.89 | -1.82 | -0.94 | 0.22 | 58.49 | -28.74 | 0.41 | N.A. | + 44 | 35.03 | -1.58 | -1.02 | 0.08 | 60.10 | -28.74 | 0.16 | N.A. | + 45 | 35.17 | -1.33 | -1.10 | 0.20 | 61.69 | -28.74 | 0.41 | N.A. | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | N.A. | 10.47 | 1.04 | -2.91 | 2.46 | 19.31 | 4.02 | + 2 | N.A. | N.A. | 9.90 | 0.18 | -0.50 | 0.95 | 28.81 | 8.53 | + 3 | N.A. | N.A. | 9.15 | 1.23 | -3.45 | 10.68 | 37.43 | 12.25 | + 4 | N.A. | N.A. | 7.50 | 1.51 | -4.23 | 26.38 | 54.24 | 19.90 | + 5 | 21.66 | 21.66 | 6.20 | 0.39 | -1.10 | 10.68 | 66.11 | 25.55 | + 6 | 21.66 | 21.66 | 5.26 | 0.67 | -2.90 | 38.74 | 75.39 | 29.93 | + 7 | 30.00 | 30.00 | 4.09 | 0.45 | -1.94 | 39.80 | 87.92 | 42.75 | + 8 | 30.00 | 30.00 | 3.01 | 0.33 | -1.43 | 45.48 | 98.83 | 49.45 | + 9 | 24.00 | 24.00 | 1.85 | 0.23 | -1.01 | 57.00 | 106.89 | 55.67 | + 10 | 24.00 | 24.00 | 0.62 | 0.08 | -0.34 | 60.70 | 112.49 | 61.31 | + 11 | 24.00 | 24.00 | 0.00 | 0.00 | -0.00 | 0.12 | 115.13 | 63.91 | + 12 | 24.00 | 24.00 | 0.00 | 0.00 | -0.00 | 22.26 | 116.05 | 64.82 | + 13 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 58.16 | 120.27 | 68.96 | + 14 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 61.19 | 126.55 | 75.06 | + 15 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 63.93 | 132.22 | 80.49 | + 16 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 66.40 | 137.31 | 85.32 | + 17 | 26.70 | 26.70 | 0.00 | 0.00 | -0.00 | 77.68 | 142.15 | 89.86 | + 18 | 26.70 | 26.70 | 0.00 | 0.00 | -0.00 | 80.16 | 146.68 | 94.07 | + 19 | 26.70 | 26.70 | 0.00 | 0.00 | -0.00 | 82.31 | 150.62 | 97.70 | + 20 | 26.70 | 26.70 | 0.00 | 0.00 | -0.00 | 84.15 | 153.98 | 100.80 | + 21 | 26.70 | 26.70 | 0.00 | 0.00 | -0.00 | 78.03 | 169.07 | 115.69 | + 22 | 26.70 | 26.70 | 0.00 | 0.00 | -0.00 | 78.47 | 169.94 | 116.45 | + 23 | 26.70 | 26.70 | 0.00 | 0.00 | -0.00 | 78.68 | 170.37 | 116.85 | + 24 | 26.70 | 26.70 | 0.00 | 0.00 | -0.00 | 78.68 | 170.35 | 116.91 | + 25 | 26.70 | 26.70 | 0.00 | 0.00 | -0.00 | 78.45 | 169.89 | 116.65 | + 26 | 26.70 | 26.70 | 0.00 | 0.00 | -0.00 | 77.99 | 155.99 | 103.09 | + 27 | 26.70 | 26.70 | 0.00 | -0.00 | -0.00 | 93.30 | 152.46 | 100.14 | + 28 | 26.70 | 26.70 | 0.00 | -0.00 | -0.00 | 89.46 | 146.18 | 94.76 | + 29 | 26.70 | 26.70 | 0.00 | -0.00 | -0.00 | 83.63 | 139.38 | 89.16 | + 30 | 26.70 | 26.70 | 0.00 | -0.00 | -0.00 | 48.14 | 133.01 | 83.99 | + 31 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 61.38 | 126.02 | 78.30 | + 32 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 57.24 | 117.54 | 71.57 | + 33 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 52.83 | 108.48 | 64.60 | + 34 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 2.49 | 103.56 | 60.88 | + 35 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 44.27 | 98.57 | 57.17 | + 36 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 38.42 | 90.17 | 51.33 | + 37 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 35.22 | 82.66 | 46.69 | + 38 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 31.85 | 74.77 | 42.10 | + 39 | 30.00 | 30.00 | 0.00 | -0.00 | -0.00 | 5.07 | 69.68 | 39.18 | + 40 | 30.00 | 30.00 | 0.00 | -0.00 | -0.00 | 38.28 | 59.16 | 32.78 | + 41 | 30.00 | 30.00 | 0.00 | -0.00 | -0.00 | 10.56 | 45.99 | 24.84 | + 42 | 21.66 | 21.66 | 0.00 | -0.00 | -0.00 | 22.36 | 30.60 | 18.27 | + 43 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 3.23 | 14.96 | 11.15 | + 44 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 0.74 | 9.50 | 8.68 | + 45 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 0.78 | 3.99 | 3.99 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 15.29 | 0.00 | 15.29 | 0.00 | 0.00 | N.A. | 0.00 | 4.02 | + 2 | 20.28 | 0.00 | 20.28 | 1.88 | 1.88 | 8.53 | 0.00 | 7.61 | + 3 | 25.18 | 0.00 | 25.18 | 2.70 | 2.70 | 12.25 | 0.00 | 11.12 | + 4 | 34.34 | 0.00 | 34.34 | 0.00 | 0.00 | N.A. | 0.00 | 19.90 | + 5 | 40.56 | 0.00 | 40.56 | 11.56 | N.A. | N.A. | 0.00 | 22.35 | + 6 | 45.46 | 0.00 | 45.46 | 13.28 | N.A. | N.A. | 0.00 | 26.70 | + 7 | 51.67 | -6.50 | 45.17 | 22.05 | N.A. | N.A. | 0.00 | 38.20 | + 8 | 56.57 | -7.20 | 49.37 | 25.86 | N.A. | N.A. | 0.00 | 44.79 | + 9 | 61.14 | -9.92 | 51.22 | 24.75 | N.A. | N.A. | 0.00 | 51.78 | + 10 | 65.40 | -14.23 | 51.18 | 27.33 | N.A. | N.A. | 0.00 | 57.57 | + 11 | 67.39 | -16.17 | 51.22 | 28.54 | N.A. | N.A. | 0.00 | 60.27 | + 12 | 67.95 | -16.71 | 51.23 | 28.96 | N.A. | N.A. | 0.00 | 61.22 | + 13 | 69.75 | -18.44 | 51.31 | 34.57 | N.A. | N.A. | 0.00 | 65.01 | + 14 | 72.08 | -20.59 | 51.49 | 37.88 | N.A. | N.A. | 0.00 | 71.25 | + 15 | 74.08 | -22.36 | 51.72 | 40.88 | N.A. | N.A. | 0.00 | 76.89 | + 16 | 75.77 | -23.78 | 51.99 | 43.59 | N.A. | N.A. | 0.00 | 81.98 | + 17 | 77.25 | -24.96 | 52.29 | 43.76 | N.A. | N.A. | 0.00 | 87.00 | + 18 | 78.49 | -25.88 | 52.62 | 46.06 | N.A. | N.A. | 0.00 | 91.59 | + 19 | 79.41 | -26.49 | 52.92 | 48.10 | N.A. | N.A. | 0.00 | 95.63 | + 20 | 80.01 | -26.83 | 53.18 | 49.88 | N.A. | N.A. | 0.00 | 99.18 | + 21 | 80.46 | -27.08 | 53.38 | 57.53 | N.A. | N.A. | 13.00 | 114.39 | + 22 | 80.78 | -27.29 | 53.49 | 58.17 | N.A. | N.A. | 13.00 | 115.66 | + 23 | 80.86 | -27.34 | 53.52 | 58.64 | N.A. | N.A. | 13.00 | 116.59 | + 24 | 80.69 | -27.25 | 53.44 | 58.93 | N.A. | N.A. | 13.00 | 117.18 | + 25 | 80.29 | -27.05 | 53.24 | 59.07 | N.A. | N.A. | 13.00 | 117.45 | + 26 | 79.64 | -26.74 | 52.90 | 52.45 | N.A. | N.A. | 0.00 | 104.28 | + 27 | 77.49 | -25.17 | 52.32 | 51.22 | N.A. | N.A. | 0.00 | 101.84 | + 28 | 73.76 | -22.34 | 51.42 | 48.76 | N.A. | N.A. | 0.00 | 96.95 | + 29 | 69.68 | -19.47 | 50.21 | 46.17 | N.A. | N.A. | 0.00 | 91.80 | + 30 | 66.19 | -17.17 | 49.01 | 43.72 | N.A. | N.A. | 0.00 | 86.93 | + 31 | 62.84 | -15.12 | 47.72 | 43.41 | N.A. | N.A. | 0.00 | 81.64 | + 32 | 58.74 | -12.77 | 45.97 | 39.93 | N.A. | N.A. | 0.00 | 75.10 | + 33 | 54.32 | -10.44 | 43.88 | 36.29 | N.A. | N.A. | 0.00 | 68.26 | + 34 | 51.92 | -9.24 | 42.68 | 34.34 | N.A. | N.A. | 0.00 | 64.58 | + 35 | 49.53 | -8.12 | 41.41 | 32.37 | N.A. | N.A. | 0.00 | 60.88 | + 36 | 44.94 | -6.10 | 38.84 | 26.04 | N.A. | N.A. | 0.00 | 54.67 | + 37 | 40.14 | -4.18 | 35.97 | 24.02 | N.A. | N.A. | 0.00 | 50.13 | + 38 | 34.99 | -2.32 | 32.67 | 22.01 | N.A. | N.A. | 0.00 | 45.61 | + 39 | 31.84 | -1.34 | 30.50 | 25.00 | N.A. | N.A. | 0.00 | 43.31 | + 40 | 26.81 | -0.43 | 26.38 | 20.92 | N.A. | N.A. | 0.00 | 36.24 | + 41 | 20.47 | 0.68 | 21.16 | 15.85 | N.A. | N.A. | 0.00 | 27.45 | + 42 | 12.33 | 0.00 | 12.33 | 10.66 | N.A. | N.A. | 0.00 | 20.09 | + 43 | 3.80 | 0.00 | 3.80 | 0.00 | 0.00 | N.A. | 0.00 | 11.15 | + 44 | 0.82 | 0.00 | 0.82 | 0.00 | 0.00 | N.A. | 0.00 | 8.68 | + 45 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | N.A. | 0.00 | 3.99 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 4.02 | N.A. | N.A. | N.A. | N.A. | N.A. | 0.00 | N.A. | + 2 | 8.53 | 8.53 | 8.53 | 0.00 | 1.00 | 0.22 | 1.00 | 1.88 | N.A. | + 3 | 12.25 | 12.25 | 12.25 | 0.00 | 1.00 | 0.22 | 1.00 | 2.70 | N.A. | + 4 | N.A. | 19.90 | N.A. | N.A. | N.A. | N.A. | N.A. | 0.00 | N.A. | + 5 | N.A. | 25.55 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 29.93 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 42.75 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 49.45 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 55.67 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 61.31 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 63.91 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 64.82 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 68.96 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 75.06 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 80.49 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 85.32 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 89.86 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 94.07 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 97.70 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 100.80 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 115.69 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 116.45 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 116.85 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 116.91 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 116.65 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 103.09 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 100.14 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 94.76 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 89.16 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 83.99 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 78.30 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 71.57 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 64.60 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 34 | N.A. | 60.88 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 35 | N.A. | 57.17 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 36 | N.A. | 51.33 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 37 | N.A. | 46.69 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 38 | N.A. | 42.10 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 39 | N.A. | 39.18 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 40 | N.A. | 32.78 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 41 | N.A. | 24.84 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 42 | N.A. | 18.27 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 43 | N.A. | 11.15 | N.A. | N.A. | N.A. | N.A. | N.A. | 0.00 | N.A. | + 44 | N.A. | 8.68 | N.A. | N.A. | N.A. | N.A. | N.A. | 0.00 | N.A. | + 45 | N.A. | 3.99 | N.A. | N.A. | N.A. | N.A. | N.A. | 0.00 | N.A. | + + ---------|---------|---------|---------| + 26.20 | 3.50 | 10.19 | 5.45 | + + + END OF D-Geo Stability OUTPUT + ============================= Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/soilmaterials/soilmaterials_50%.mdb =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel0.soilmaterials.mdb =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1).sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1).sti (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1).sti (revision 1490) @@ -0,0 +1,1809 @@ +Input file for DGSMStabDam : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 4/23/2018 +TIME : 9:41:13 AM +FILENAME : C:\Users\zwan_ie\Desktop\Basissom_ShearStrenthModel\BasissomShearStrengthModel.Calc\Stability\Bishop\Loc(Test1)_Sce(1)_Pro(segment1_Test1).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] + 12 = number of items +[SOIL] +dijksmateriaal_klei +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=1.50 +SoilPhi=21.66 +SoilDilatancy=21.66 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_veen +SoilColor=536870911 +SoilSoilType=4 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=1.70 +SoilPhi=24.10 +SoilDilatancy=24.10 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_zand +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=3 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei1 +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.80 +SoilDilatancy=21.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei2 +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=24.10 +SoilDilatancy=24.10 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=5 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +ophoogmateriaalberm +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=2.68 +SoilPhi=21.66 +SoilDilatancy=21.66 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=6 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +ophoogmateriaaldijk +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=2.68 +SoilPhi=21.66 +SoilDilatancy=21.66 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +pleistoceen +SoilColor=16777215 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000001 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen1 +SoilColor=536870911 +SoilSoilType=4 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=1.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand3 +SoilColor=16777215 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000001 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand1 +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand2 +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 51 - Number of geometry points - + 1 0.000 -1.500 0.000 + 2 5.000 -1.500 0.000 + 3 12.000 -0.400 0.000 + 4 14.200 0.100 0.000 + 5 15.000 0.400 0.000 + 6 17.800 1.400 0.000 + 7 24.700 3.000 0.000 + 8 27.200 3.000 0.000 + 9 27.700 3.000 0.000 + 10 37.000 -2.100 0.000 + 11 65.000 -2.100 0.000 + 12 75.000 -2.100 0.000 + 13 105.000 -2.100 0.000 + 14 0.000 -27.000 0.000 + 15 105.000 -27.000 0.000 + 16 0.000 -2.000 0.000 + 17 0.000 -3.000 0.000 + 18 105.000 -3.000 0.000 + 19 0.000 -4.000 0.000 + 20 105.000 -4.000 0.000 + 21 0.000 -5.000 0.000 + 22 105.000 -5.000 0.000 + 23 0.000 -6.000 0.000 + 24 105.000 -6.000 0.000 + 25 0.000 -7.000 0.000 + 26 105.000 -7.000 0.000 + 27 8.182 -1.000 0.000 + 28 13.760 0.000 0.000 + 29 16.680 1.000 0.000 + 30 20.388 2.000 0.000 + 31 29.524 2.000 0.000 + 32 31.347 1.000 0.000 + 33 33.171 0.000 0.000 + 34 34.994 -1.000 0.000 + 35 36.818 -2.000 0.000 + 36 0.000 2.000 0.000 + 37 24.700 1.600 0.000 + 38 27.700 1.500 0.000 + 39 37.000 -2.300 0.000 + 40 65.000 -2.300 0.000 + 41 75.000 -2.300 0.000 + 42 105.000 -2.300 0.000 + 43 20.388 2.000 0.000 + 44 0.000 -1.400 0.000 + 45 105.000 -1.400 0.000 + 46 0.000 -1.400 0.000 + 47 105.000 -1.400 0.000 + 48 0.000 2.000 0.000 + 49 14.200 2.000 0.000 + 50 37.000 -1.440 0.000 + 51 105.000 -1.440 0.000 +[END OF POINTS] + +[CURVES] + 44 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 32 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 33 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 34 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 35 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 27 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 3 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 28 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 4 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 29 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 6 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 30 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 7 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 31 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 10 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 43 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 37 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 +[END OF CURVES] + +[BOUNDARIES] + 12 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 11 + 2 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 10 + 3 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 9 + 4 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 8 + 5 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 7 + 6 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 6 29 30 31 32 + 7 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 12 13 5 28 29 30 31 32 + 8 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 12 13 14 15 4 27 28 29 30 31 + 32 + 9 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 12 13 14 15 16 17 18 3 26 27 + 28 29 30 31 32 + 10 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 12 13 14 15 16 17 18 19 20 2 + 25 26 27 28 29 30 31 32 + 11 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 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] + 12 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 12 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 12 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 33 34 35 36 37 38 39 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 40 + 3 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 41 + 4 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 42 43 44 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 11 - Number of layers - + 1 - Layer number, next line is material of layer + zand2 + 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 + zand1 + 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 + wl_zand3 + 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 + veen1 + 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 + pleistoceen + 4 - Piezometric level line at top of layer + 4 - 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 + ophoogmateriaaldijk + 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 + ophoogmateriaalberm + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei2 + 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 + klei1 + 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_zand + 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 + dijksmateriaal_veen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[END OF RUN IDENTIFICATION TITLES] +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 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] + 11 Number of layers + 11 100 + 10 100 100 + 9 100 100 100 + 8 100 100 100 100 + 7 100 100 100 100 100 + 6 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 100 100 0 100 0 0 0 0 100 + 0 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 100 100 100 100 100 + 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 26.200 37.825 13 X-direction + 3.500 16.250 14 Y-direction + -2.100 -7.200 11 Tangent lines + 0.000 0.000 0 no fixed point used +[END OF CIRCLES] +[SPENCER SLIP DATA] + 0 Number of points +[END OF SPENCER SLIP DATA] +[SPENCER SLIP DATA 2] + 0 Number of points +[END OF SPENCER SLIP DATA 2] +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[END OF SPENCER SLIP INTERVAL] +[LINE LOADS] + 0 = number of items +[END OF LINE LOADS] +[UNIFORM LOADS] + 1 = number of items +Verkeersbelasting + 13.00 = magnitude + 24.70 27.20 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[END OF UNIFORM LOADS] +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[END OF EARTH QUAKE] +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 2.00 [m] +[END OF MINIMAL REQUIRED CIRCLE DEPTH] +[SLIP CIRCLE SELECTION] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=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 + 11 - Number of layers + 3 3 = Pl-top and pl-bottom + 2 3 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 4 4 = 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] + 104.99 = Boundary of M.H.W influence at X [m] + 2.99 = Boundary of M.H.W influence at Y [m] + 0.00 = Required safety in zone 1a + 0.00 = Required safety in zone 1b + 0.00 = Required safety in zone 2a + 0.00 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[END OF NEWZONE PLOT DATA] +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[END OF REQUESTED CIRCLE SLICES] +[REQUESTED LIFT SLICES] + 50 = number of slices +[END OF REQUESTED LIFT SLICES] +[REQUESTED SPENCER SLICES] + 50 = number of slices +[END OF REQUESTED SPENCER SLICES] +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/soilmaterials/soilmaterials_0%.mds =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/soilmaterials/soilmaterials_0%.mds (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/soilmaterials/soilmaterials_0%.mds (revision 1490) @@ -0,0 +1,25 @@ +[Frame] +ProjectId=- +AnnexNum=- +DrawnBy=- +DateStamp=- +UseCurrentDate=1 + +[Page] +PagePrintAxes01=0 +PageOrientation01=1 +PageMarginLeft01=10 +PageMarginRight01=30 +PageMarginTop01=10 +PageMarginBottom01=10 +PageWidth01=210 +PageHeight01=297 +PagePrintAxes02=0 +PageOrientation02=0 +PageMarginLeft02=30 +PageMarginRight02=10 +PageMarginTop02=10 +PageMarginBottom02=10 +PageWidth02=210 +PageHeight02=297 + Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/soilprofiles.csv =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/soilprofiles.csv (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/soilprofiles.csv (revision 1490) @@ -0,0 +1,13 @@ +soilprofile_id;top_level;soil_name +segment1_Test1;60;dijksmateriaal_klei +segment1_Test1;3;dijksmateriaal_veen +segment1_Test1;2;dijksmateriaal_zand +segment1_Test1;1;klei1 +segment1_Test1;0;klei2 +segment1_Test1;-1;ophoogmateriaalberm +segment1_Test1;-2;ophoogmateriaaldijk +segment1_Test1;-3;pleistoceen +segment1_Test1;-4;veen1 +segment1_Test1;-5;wl_zand3 +segment1_Test1;-6;zand1 +segment1_Test1;-7;zand2 Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/Databronbestand.defx =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/Databronbestand.defx (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/Databronbestand.defx (revision 1490) @@ -0,0 +1,7 @@ + + + + + + + \ No newline at end of file Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/scenarios.csv =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/scenarios.csv (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/scenarios.csv (revision 1490) @@ -0,0 +1,2 @@ +location_id;location_scenario_id;water_height;dike_table_height;safety_factor_stability_inner_slope +Test1;1;2;3;1,05 Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/surfacelines.csv =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/surfacelines.csv (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/surfacelines.csv (revision 1490) @@ -0,0 +1,2 @@ +Profielnaam;Geologischprofiel;X_GridPoint;Y_GridPoint;ScenarioClusterID;X1;Y1;Z1;.....;Xn;Yn;Zn;(Profiel);;;;;;;;;;;;;;;;;;;;;;;;;;;;;;; +Test1;0;22,9;27,7;0;0;0;-1,5;5;0;-1,5;12;0;-0,4;14,2;0;0,1;15;0;0,4;17,8;0;1,4;24,7;0;3;27,2;0;3;27,7;0;3;37;0;-2,1;65;0;-2,1;75;0;-2,1;105;0;-2,1 Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/soilmaterials/soilmaterials_100%.mdb =================================================================== diff -u Binary files differ Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1) (copy).sti =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1) (copy).sti (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1) (copy).sti (revision 1490) @@ -0,0 +1,1809 @@ +Input file for DGSMStabDam : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 4/23/2018 +TIME : 9:27:09 AM +FILENAME : C:\Users\zwan_ie\Desktop\Basissom_ShearStrenthModel\BasissomShearStrengthModel.Calc\Stability\Bishop\Loc(Test1)_Sce(1)_Pro(segment1_Test1).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] + 12 = number of items +[SOIL] +dijksmateriaal_klei +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=1.50 +SoilPhi=21.66 +SoilDilatancy=21.66 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_veen +SoilColor=536870911 +SoilSoilType=4 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=1.70 +SoilPhi=24.10 +SoilDilatancy=24.10 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_zand +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=3 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei1 +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.80 +SoilDilatancy=21.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei2 +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=24.10 +SoilDilatancy=24.10 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=5 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +ophoogmateriaalberm +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=2.68 +SoilPhi=21.66 +SoilDilatancy=21.66 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=6 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +ophoogmateriaaldijk +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=2.68 +SoilPhi=21.66 +SoilDilatancy=21.66 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +pleistoceen +SoilColor=16777215 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000001 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen1 +SoilColor=536870911 +SoilSoilType=4 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=1.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand3 +SoilColor=16777215 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000001 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand1 +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand2 +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 51 - Number of geometry points - + 1 0.000 -1.500 0.000 + 2 5.000 -1.500 0.000 + 3 12.000 -0.400 0.000 + 4 14.200 0.100 0.000 + 5 15.000 0.400 0.000 + 6 17.800 1.400 0.000 + 7 24.700 3.000 0.000 + 8 27.200 3.000 0.000 + 9 27.700 3.000 0.000 + 10 37.000 -2.100 0.000 + 11 65.000 -2.100 0.000 + 12 75.000 -2.100 0.000 + 13 105.000 -2.100 0.000 + 14 0.000 -27.000 0.000 + 15 105.000 -27.000 0.000 + 16 0.000 -2.000 0.000 + 17 0.000 -3.000 0.000 + 18 105.000 -3.000 0.000 + 19 0.000 -4.000 0.000 + 20 105.000 -4.000 0.000 + 21 0.000 -5.000 0.000 + 22 105.000 -5.000 0.000 + 23 0.000 -6.000 0.000 + 24 105.000 -6.000 0.000 + 25 0.000 -7.000 0.000 + 26 105.000 -7.000 0.000 + 27 8.182 -1.000 0.000 + 28 13.760 0.000 0.000 + 29 16.680 1.000 0.000 + 30 20.388 2.000 0.000 + 31 29.524 2.000 0.000 + 32 31.347 1.000 0.000 + 33 33.171 0.000 0.000 + 34 34.994 -1.000 0.000 + 35 36.818 -2.000 0.000 + 36 0.000 2.000 0.000 + 37 24.700 1.600 0.000 + 38 27.700 1.500 0.000 + 39 37.000 -2.300 0.000 + 40 65.000 -2.300 0.000 + 41 75.000 -2.300 0.000 + 42 105.000 -2.300 0.000 + 43 20.388 2.000 0.000 + 44 0.000 -1.400 0.000 + 45 105.000 -1.400 0.000 + 46 0.000 -1.400 0.000 + 47 105.000 -1.400 0.000 + 48 0.000 2.000 0.000 + 49 14.200 2.000 0.000 + 50 37.000 -1.440 0.000 + 51 105.000 -1.440 0.000 +[END OF POINTS] + +[CURVES] + 44 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 32 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 33 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 34 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 35 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 27 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 3 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 28 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 4 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 29 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 6 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 30 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 7 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 31 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 10 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 43 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 37 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 +[END OF CURVES] + +[BOUNDARIES] + 12 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 11 + 2 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 10 + 3 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 9 + 4 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 8 + 5 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 7 + 6 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 6 29 30 31 32 + 7 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 12 13 5 28 29 30 31 32 + 8 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 12 13 14 15 4 27 28 29 30 31 + 32 + 9 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 12 13 14 15 16 17 18 3 26 27 + 28 29 30 31 32 + 10 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 12 13 14 15 16 17 18 19 20 2 + 25 26 27 28 29 30 31 32 + 11 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 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] + 12 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 12 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 12 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 33 34 35 36 37 38 39 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 40 + 3 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 41 + 4 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 42 43 44 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 11 - Number of layers - + 1 - Layer number, next line is material of layer + zand2 + 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 + zand1 + 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 + wl_zand3 + 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 + veen1 + 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 + pleistoceen + 4 - Piezometric level line at top of layer + 4 - 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 + ophoogmateriaaldijk + 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 + ophoogmateriaalberm + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei2 + 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 + klei1 + 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_zand + 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 + dijksmateriaal_veen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[END OF RUN IDENTIFICATION TITLES] +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 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] + 11 Number of layers + 11 100 + 10 100 100 + 9 100 100 100 + 8 100 100 100 100 + 7 100 100 100 100 100 + 6 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 100 100 0 100 0 0 0 0 100 + 0 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 100 100 100 100 100 + 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 26.200 37.825 13 X-direction + 3.500 16.250 14 Y-direction + -2.100 -7.200 11 Tangent lines + 0.000 0.000 0 no fixed point used +[END OF CIRCLES] +[SPENCER SLIP DATA] + 0 Number of points +[END OF SPENCER SLIP DATA] +[SPENCER SLIP DATA 2] + 0 Number of points +[END OF SPENCER SLIP DATA 2] +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[END OF SPENCER SLIP INTERVAL] +[LINE LOADS] + 0 = number of items +[END OF LINE LOADS] +[UNIFORM LOADS] + 1 = number of items +Verkeersbelasting + 13.00 = magnitude + 24.70 27.20 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[END OF UNIFORM LOADS] +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[END OF EARTH QUAKE] +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 2.00 [m] +[END OF MINIMAL REQUIRED CIRCLE DEPTH] +[SLIP CIRCLE SELECTION] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=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 + 11 - Number of layers + 3 3 = Pl-top and pl-bottom + 2 3 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 4 4 = 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] + 104.99 = Boundary of M.H.W influence at X [m] + 2.99 = Boundary of M.H.W influence at Y [m] + 0.00 = Required safety in zone 1a + 0.00 = Required safety in zone 1b + 0.00 = Required safety in zone 2a + 0.00 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[END OF NEWZONE PLOT DATA] +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[END OF REQUESTED CIRCLE SLICES] +[REQUESTED LIFT SLICES] + 50 = number of slices +[END OF REQUESTED LIFT SLICES] +[REQUESTED SPENCER SLICES] + 50 = number of slices +[END OF REQUESTED SPENCER SLICES] +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.geometries2D.0/BasissomShearStrengthModel.damx =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.geometries2D.0/BasissomShearStrengthModel.damx (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.geometries2D.0/BasissomShearStrengthModel.damx (revision 1490) @@ -0,0 +1,3102 @@ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 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+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ No newline at end of file Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1)_Ite(1).std =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1)_Ite(1).std (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1)_Ite(1).std (revision 1490) @@ -0,0 +1,2072 @@ +Dump file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 4/23/2018 +TIME : 9:41:14 AM +FILENAME : C:\Users\zwan_ie\Desktop\Basissom_ShearStrenthModel\BasissomShearStrengthModel.Calc\Stability\Bishop\Loc(Test1)_Sce(1)_Pro(segment1_Test1)_Ite(1).std +CREATED BY : D-Geo Stability version 18.1.1.3 +========================== BEGINNING OF DATA ========================== +[Input Data] +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1001 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 11 = number of items +[SOIL] +zand2 +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand1 +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand3 +SoilColor=16777215 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000001 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen1 +SoilColor=536870911 +SoilSoilType=4 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=1.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +pleistoceen +SoilColor=16777215 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000001 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +ophoogmateriaaldijk +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=2.68 +SoilPhi=21.66 +SoilDilatancy=21.66 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +ophoogmateriaalberm +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=2.68 +SoilPhi=21.66 +SoilDilatancy=21.66 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=6 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei2 +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=24.10 +SoilDilatancy=24.10 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=5 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei1 +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.80 +SoilDilatancy=21.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_zand +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=3 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_veen +SoilColor=536870911 +SoilSoilType=4 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=1.70 +SoilPhi=24.10 +SoilDilatancy=24.10 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 51 - Number of geometry points - + 1 0.000 -1.500 0.000 + 2 5.000 -1.500 0.000 + 3 12.000 -0.400 0.000 + 4 14.200 0.100 0.000 + 5 15.000 0.400 0.000 + 6 17.800 1.400 0.000 + 7 24.700 3.000 0.000 + 8 27.200 3.000 0.000 + 9 27.700 3.000 0.000 + 10 37.000 -2.100 0.000 + 11 65.000 -2.100 0.000 + 12 75.000 -2.100 0.000 + 13 105.000 -2.100 0.000 + 14 0.000 -27.000 0.000 + 15 105.000 -27.000 0.000 + 16 0.000 -7.000 0.000 + 17 105.000 -7.000 0.000 + 18 0.000 -6.000 0.000 + 19 105.000 -6.000 0.000 + 20 0.000 -5.000 0.000 + 21 105.000 -5.000 0.000 + 22 0.000 -4.000 0.000 + 23 105.000 -4.000 0.000 + 24 0.000 -3.000 0.000 + 25 105.000 -3.000 0.000 + 26 0.000 -2.000 0.000 + 27 36.818 -2.000 0.000 + 28 8.182 -1.000 0.000 + 29 34.994 -1.000 0.000 + 30 13.760 0.000 0.000 + 31 33.171 0.000 0.000 + 32 16.680 1.000 0.000 + 33 31.347 1.000 0.000 + 34 20.388 2.000 0.000 + 35 29.524 2.000 0.000 + 36 0.000 2.000 0.000 + 37 24.700 1.600 0.000 + 38 27.700 1.500 0.000 + 39 37.000 -2.300 0.000 + 40 65.000 -2.300 0.000 + 41 75.000 -2.300 0.000 + 42 105.000 -2.300 0.000 + 43 20.388 2.000 0.000 + 44 0.000 -27.000 0.000 + 45 105.000 -27.000 0.000 + 46 0.000 -1.400 0.000 + 47 105.000 -1.400 0.000 + 48 0.000 2.000 0.000 + 49 14.200 2.000 0.000 + 50 37.000 -1.440 0.000 + 51 105.000 -1.440 0.000 +[END OF POINTS] + +[CURVES] + 48 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 10 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 28 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 27 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 3 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 30 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 29 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 4 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 32 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 31 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 6 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 34 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 33 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 7 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 35 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 31 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 27 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 43 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 37 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 +[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 + 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 + 3 + 3 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 4 + 4 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 5 + 5 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 6 + 6 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 7 8 9 10 11 + 7 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 12 13 14 15 8 9 10 11 + 8 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 12 13 16 17 18 19 15 8 9 10 + 11 + 9 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 12 13 16 17 18 36 8 9 10 11 + 10 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 12 13 16 17 20 21 22 23 24 36 + 8 9 10 11 + 11 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 12 13 16 17 20 21 22 25 26 27 + 28 24 36 8 9 10 11 + 12 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 12 13 16 17 20 21 22 25 26 27 + 35 36 8 9 10 11 + 13 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 12 13 16 17 20 21 22 25 26 29 + 30 31 32 35 36 8 9 10 11 + 14 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 12 13 16 17 20 21 22 25 34 30 + 31 32 35 36 8 9 10 11 + 15 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 12 33 17 20 21 22 25 34 30 31 + 32 35 36 8 9 10 11 +[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 + 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 + 1 - number of curves on PlLine, next line(s) are curvenumbers + 45 + 4 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 46 47 48 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 15 - Number of layers - + 1 - Layer number, next line is material of layer + zand2 + 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 + zand1 + 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 + wl_zand3 + 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 + veen1 + 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 + pleistoceen + 4 - Piezometric level line at top of layer + 4 - 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 + ophoogmateriaaldijk + 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 + ophoogmateriaalberm + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei2 + 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 + dijksmateriaal_veen + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei1 + 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 + dijksmateriaal_zand + 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 + dijksmateriaal_veen + 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 + dijksmateriaal_veen + 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 + dijksmateriaal_veen + 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 + dijksmateriaal_veen + 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] + 100 100 100 0 100 0 0 0 0 0 + 100 0 0 0 0 + 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] + 26.200 37.825 13 X-direction + 3.500 16.250 14 Y-direction + -2.100 -7.200 11 Tangent lines + 0.000 0.000 0 no fixed point used +[END OF CIRCLES] +[SPENCER SLIP DATA] + 0 Number of points +[END OF SPENCER SLIP DATA] +[SPENCER SLIP DATA 2] + 0 Number of points +[END OF SPENCER SLIP DATA 2] +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[END OF SPENCER SLIP INTERVAL] +[LINE LOADS] + 0 = number of items +[END OF LINE LOADS] +[UNIFORM LOADS] + 1 = number of items +Verkeersbelasting + 13.00 = magnitude + 24.70 27.20 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[END OF UNIFORM LOADS] +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[END OF EARTH QUAKE] +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 2.00 [m] +[END OF MINIMAL REQUIRED CIRCLE DEPTH] +[SLIP CIRCLE SELECTION] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=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 + 4 4 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 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] + 104.99 = Boundary of M.H.W influence at X [m] + 2.99 = 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 Data] + +[ZONE RESULTS] +[Column Indication] +X-Centrepoint +Y-Centrepoint +Radius +Stability factor +[End of Column Indication] +[Data] + 26.20 3.50 10.70 5.45 + 26.20 3.50 10.19 5.45 + +[Dumps] + 1 : number of dumps in file + +[Dump] +[Dump Header] +[Column Indication] +Stability factor +Number of slices +X-Centrepoint +Y-Centrepoint +Radius +X coordinate left surface +X coordinate right surface +Dump name +[End of Column Indication] +[Data] +5.447608 45 26.200 3.500 10.190 16.352 35.267 +[End of Data] +[End Of Dump Header] +[SliceGeometry] +[Column Indication] +xRight +xLeft +yBottomRight +YBottomLeft +yTopRight +YTopLeft +[End of Column Indication] +[Data] + 16.630 16.352 0.000 0.883 0.982 0.883 + 16.680 16.630 -0.134 0.000 1.000 0.982 + 17.057 16.680 -1.000 -0.134 1.135 1.000 + 17.622 17.057 -2.000 -1.000 1.336 1.135 + 17.800 17.622 -2.269 -2.000 1.400 1.336 + 18.352 17.800 -3.000 -2.269 1.528 1.400 + 18.827 18.352 -3.534 -3.000 1.638 1.528 + 19.302 18.827 -4.000 -3.534 1.748 1.638 + 19.844 19.302 -4.465 -4.000 1.874 1.748 + 20.387 19.844 -4.869 -4.465 2.000 1.874 + 20.388 20.387 -4.870 -4.869 2.000 2.000 + 20.580 20.388 -5.000 -4.870 2.045 2.000 + 21.063 20.580 -5.301 -5.000 2.157 2.045 + 21.547 21.063 -5.566 -5.301 2.269 2.157 + 22.031 21.547 -5.798 -5.566 2.381 2.269 + 22.514 22.031 -6.000 -5.798 2.493 2.381 + 23.061 22.514 -6.194 -6.000 2.620 2.493 + 23.607 23.061 -6.355 -6.194 2.747 2.620 + 24.154 23.607 -6.482 -6.355 2.873 2.747 + 24.700 24.154 -6.579 -6.482 3.000 2.873 + 25.200 24.700 -6.641 -6.579 3.000 3.000 + 25.700 25.200 -6.678 -6.641 3.000 3.000 + 26.200 25.700 -6.690 -6.678 3.000 3.000 + 26.700 26.200 -6.678 -6.690 3.000 3.000 + 27.200 26.700 -6.641 -6.678 3.000 3.000 + 27.700 27.200 -6.579 -6.641 3.000 3.000 + 28.312 27.700 -6.469 -6.579 2.664 3.000 + 28.924 28.312 -6.319 -6.469 2.329 2.664 + 29.524 28.924 -6.133 -6.319 2.000 2.329 + 29.886 29.524 -6.000 -6.133 1.802 2.000 + 30.373 29.886 -5.796 -6.000 1.534 1.802 + 30.860 30.373 -5.562 -5.796 1.267 1.534 + 31.347 30.860 -5.295 -5.562 1.000 1.267 + 31.371 31.347 -5.280 -5.295 0.987 1.000 + 31.820 31.371 -5.000 -5.280 0.741 0.987 + 32.246 31.820 -4.702 -5.000 0.507 0.741 + 32.672 32.246 -4.371 -4.702 0.274 0.507 + 33.098 32.672 -4.000 -4.371 0.040 0.274 + 33.171 33.098 -3.932 -4.000 0.000 0.040 + 33.818 33.171 -3.268 -3.932 -0.355 0.000 + 34.048 33.818 -3.000 -3.268 -0.481 -0.355 + 34.778 34.048 -2.000 -3.000 -0.881 -0.481 + 34.994 34.778 -1.648 -2.000 -1.000 -0.881 + 35.072 34.994 -1.512 -1.648 -1.043 -1.000 + 35.267 35.072 -1.150 -1.512 -1.150 -1.043 +[End of Data] +[End of SliceGeometry] +[strength and Loads] +[Column Indication] +CohBottom +PhiBottom +Dilatancy +Cu +K0 +PoreOnSurface +YFrea +HPoreOnSurface +VPoreOnSurface +Weight +ExternalLoad +PseudoFactor +Strengthtype +[End of Column Indication] +[Data] + 0.000 0.000 0.000 0.000 0.000 10.473 2.000 1.040 -2.912 2.458 0.000 0.000 4 + 1.877 0.000 0.000 1.877 0.000 9.898 2.000 0.177 -0.496 0.947 0.000 0.000 5 + 2.695 0.000 0.000 2.695 0.000 9.149 2.000 1.233 -3.453 10.676 0.000 0.000 5 + 0.000 0.000 0.000 0.000 0.000 7.499 2.000 1.511 -4.232 26.376 0.000 0.000 6 + 2.680 21.660 21.660 0.000 0.000 6.198 2.000 0.395 -1.105 10.678 0.000 0.000 1 + 2.680 21.660 21.660 0.000 0.000 5.258 2.000 0.673 -2.904 38.737 0.000 0.000 1 + 0.000 30.000 30.000 0.000 0.000 4.090 2.000 0.450 -1.941 39.797 0.000 0.000 1 + 0.000 30.000 30.000 0.000 0.000 3.010 2.000 0.331 -1.429 45.484 0.000 0.000 1 + 1.700 24.000 24.000 0.000 0.000 1.853 2.000 0.233 -1.005 56.999 0.000 0.000 1 + 1.700 24.000 24.000 0.000 0.000 0.618 2.000 0.078 -0.336 60.704 0.000 0.000 1 + 1.700 24.000 24.000 0.000 0.000 0.000 2.000 0.000 -0.000 0.115 0.000 0.000 1 + 1.700 24.000 24.000 0.000 0.000 0.000 1.991 0.000 -0.000 22.265 0.000 0.000 1 + 0.000 28.000 28.000 0.000 0.000 0.000 1.960 0.000 -0.000 58.159 0.000 0.000 1 + 0.000 28.000 28.000 0.000 0.000 0.000 1.915 0.000 -0.000 61.195 0.000 0.000 1 + 0.000 28.000 28.000 0.000 0.000 0.000 1.870 0.000 -0.000 63.934 0.000 0.000 1 + 0.000 28.000 28.000 0.000 0.000 0.000 1.825 0.000 -0.000 66.399 0.000 0.000 1 + 0.000 26.700 26.700 0.000 0.000 0.000 1.777 0.000 -0.000 77.681 0.000 0.000 1 + 0.000 26.700 26.700 0.000 0.000 0.000 1.727 0.000 -0.000 80.159 0.000 0.000 1 + 0.000 26.700 26.700 0.000 0.000 0.000 1.676 0.000 -0.000 82.310 0.000 0.000 1 + 0.000 26.700 26.700 0.000 0.000 0.000 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TIME] +00:00:00 +[END OF CALCULATION TIME] + +[End of Dump File] Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/modelparameters.csv =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/modelparameters.csv (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/DAM invoerfiles/modelparameters.csv (revision 1490) @@ -0,0 +1,2 @@ +indringingslengte;verkeersbelasting;dempingsfactor_pl3;dempingsfactor_pl4;safety_factor_stability_inner_slope;safety_factor_piping;pl_line_creation_method;level_reduction_inside;level_reduction_outside;map_for_soilgeometries2D +1;13;0;0;1,05;1,2;ExpertKnowledgeRRD;0,5;0,5;.\Geometries Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.damx =================================================================== diff -u --- 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IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1).sto (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1).sto (revision 1490) @@ -0,0 +1,517 @@ +Program : D-Geo Stability +Version : 18.1.1.3 +Company : Stichting Deltares +Date : 4/23/2018 +Time : 9:27:10 AM + +Output file : C:\Users\zwan_ie\Desktop\Basissom_ShearStrenthModel\BasissomShearStrengthModel.Calc\Stability\Bishop\Loc(Test1)_Sce(1)_Pro(segment1_Test1).sto +Input file : C:\Users\zwan_ie\Desktop\Basissom_ShearStrenthModel\BasissomShearStrengthModel.Calc\Stability\Bishop\Loc(Test1)_Sce(1)_Pro(segment1_Test1).sti +========================== BEGINNING OF DATA ========================== + + + ECHO OF THE INPUT + ================= + + + Problem identification : + : + + Calculation model : Bishop + Default shear strength : C phi + + LAYER BOUNDARIES + ================ + + Boundary no.| Co-ordinates [m] + ------------|---------------------------------------------------- + | + 11 - X - | 0.00 5.00 8.18 12.00 13.76 14.20 + 11 - Y - | -1.50 -1.50 -1.00 -0.40 0.00 0.10 + | + 11 - X - | 15.00 16.68 17.80 20.39 24.70 27.20 + 11 - Y - | 0.40 1.00 1.40 2.00 3.00 3.00 + | + 11 - X - | 27.70 29.52 31.35 33.17 34.99 36.82 + 11 - Y - | 3.00 2.00 1.00 0.00 -1.00 -2.00 + | + 11 - X - | 37.00 65.00 75.00 105.00 + 11 - Y - | -2.10 -2.10 -2.10 -2.10 + | + 10 - X - | 0.00 5.00 8.18 12.00 13.76 14.20 + 10 - Y - | -1.50 -1.50 -1.00 -0.40 0.00 0.10 + | + 10 - X - | 15.00 16.68 17.80 20.39 29.52 31.35 + 10 - Y - | 0.40 1.00 1.40 2.00 2.00 1.00 + | + 10 - X - | 33.17 34.99 36.82 37.00 65.00 75.00 + 10 - Y - | 0.00 -1.00 -2.00 -2.10 -2.10 -2.10 + | + 10 - X - | 105.00 + 10 - Y - | -2.10 + | + 9 - X - | 0.00 5.00 8.18 12.00 13.76 14.20 + 9 - Y - | -1.50 -1.50 -1.00 -0.40 0.00 0.10 + | + 9 - X - | 15.00 16.68 31.35 33.17 34.99 36.82 + 9 - Y - | 0.40 1.00 1.00 0.00 -1.00 -2.00 + | + 9 - X - | 37.00 65.00 75.00 105.00 + 9 - Y - | -2.10 -2.10 -2.10 -2.10 + | + 8 - X - | 0.00 5.00 8.18 12.00 13.76 33.17 + 8 - Y - | -1.50 -1.50 -1.00 -0.40 0.00 0.00 + | + 8 - X - | 34.99 36.82 37.00 65.00 75.00 105.00 + 8 - Y - | -1.00 -2.00 -2.10 -2.10 -2.10 -2.10 + | + 7 - X - | 0.00 5.00 8.18 34.99 36.82 37.00 + 7 - Y - | -1.50 -1.50 -1.00 -1.00 -2.00 -2.10 + | + 7 - X - | 65.00 75.00 105.00 + 7 - Y - | -2.10 -2.10 -2.10 + | + 6 - X - | 0.00 36.82 37.00 65.00 75.00 105.00 + 6 - Y - | -2.00 -2.00 -2.10 -2.10 -2.10 -2.10 + | + 5 - X - | 0.00 105.00 + 5 - Y - | -3.00 -3.00 + | + 4 - X - | 0.00 105.00 + 4 - Y - | -4.00 -4.00 + | + 3 - X - | 0.00 105.00 + 3 - Y - | -5.00 -5.00 + | + 2 - X - | 0.00 105.00 + 2 - Y - | -6.00 -6.00 + | + 1 - X - | 0.00 105.00 + 1 - Y - | -7.00 -7.00 + | + 0 - X - | 0.00 105.00 + 0 - Y - | -27.00 -27.00 + + + + PL-LINES + ======== + + Pl-line no. | Co-ordinates [m] + ------------|---------------------------------------------------- + | + 1 - X - | 0.00 20.39 24.70 27.70 37.00 65.00 + 1 - Y - | 2.00 2.00 1.60 1.50 -2.30 -2.30 + | + 1 - X - | 75.00 105.00 + 1 - Y - | -2.30 -2.30 + | + 2 - X - | 0.00 105.00 + 2 - Y - | -1.40 -1.40 + | + 3 - X - | 0.00 105.00 + 3 - Y - | -1.40 -1.40 + | + 4 - X - | 0.00 14.20 37.00 105.00 + 4 - Y - | 2.00 2.00 -1.44 -1.44 + + + + + Unit weight of water used for calculation: 9.81 [kN/m3] + The groundwater level is determined by Pl-line number 1 + + + + FORBIDDEN LINES + =============== + + No forbidden lines were input. + + + + SOIL PROPERTIES + =============== + + Layer no.| Material name + ---------|----------------------------- + 11 | dijksmateriaal_veen + 10 | dijksmateriaal_zand + 9 | klei1 + 8 | klei2 + 7 | ophoogmateriaalberm + 6 | ophoogmateriaaldijk + 5 | pleistoceen + 4 | veen1 + 3 | wl_zand3 + 2 | zand1 + 1 | zand2 + + Layer | Gam usat| Gam sat | Pl-line | Pl-line | + number | [kN/m3] | [kN/m3] | top | bottom | + ---------|---------|---------|---------|---------| + 11 | 11.00 | 11.00 | 1 | 99 | + 10 | 17.00 | 18.00 | 1 | 1 | + 9 | 18.00 | 18.00 | 1 | 1 | + 8 | 16.00 | 16.00 | 1 | 1 | + 7 | 17.00 | 17.00 | 1 | 1 | + 6 | 17.00 | 17.00 | 1 | 1 | + 5 | 19.00 | 20.00 | 4 | 4 | + 4 | 10.50 | 10.50 | 99 | 99 | + 3 | 17.00 | 18.00 | 99 | 99 | + 2 | 17.00 | 18.00 | 2 | 3 | + 1 | 17.00 | 18.00 | 3 | - | + + Layer | Cohesion| Phi |Dilatancy| S | POP | m | + number | [kN/m2] |[degrees]|[degrees]| [ - ] | [kN/m2] | [ - ] | + ---------|---------|---------|---------|---------|---------|---------| + 11 | 1.70 | 24.10 | 24.10 | - | - | - | + 10 | - | - | - | - | - | - | + 9 | - | - | - | - | - | - | + 8 | - | - | - | 0.22 | 0.00 | 1=fixed | + 7 | - | - | - | - | - | - | + 6 | 2.68 | 21.66 | 21.66 | - | - | - | + 5 | 0.00 | 30.00 | 30.00 | - | - | - | + 4 | 1.70 | 24.00 | 24.00 | - | - | - | + 3 | 0.00 | 28.00 | 28.00 | - | - | - | + 2 | 0.00 | 26.70 | 26.70 | - | - | - | + 1 | 0.00 | 28.00 | 28.00 | - | - | - | + + Layer | Su top | Su bot. | Su grad.| POP top | POP bot.|Gamma LEM| + number | [kN/m2] | [kN/m2] |[kN/m2/m]| [kN/m2] | [kN/m2] | [-] | + ---------|---------|---------|---------|---------|---------|---------| + 11 | - | - | - | - | - | - | + 10 | - | - | - | - | - | - | + 9 | 0.00 | 0.00 | - | - | - | - | + 8 | - | - | - | - | - | - | + 7 | 0.00 | - | 0.00 | - | - | - | + 6 | - | - | - | - | - | - | + 5 | - | - | - | - | - | - | + 4 | - | - | - | - | - | - | + 3 | - | - | - | - | - | - | + 2 | - | - | - | - | - | - | + 1 | - | - | - | - | - | - | + + + + No degree of consolidation <> 100% input. + + + + CENTER POINT GRID AND TANGENT LINES + =================================== + + X co-ordinate grid left : 26.20 [m] + X co-ordinate grid right : 37.83 [m] + Number of grid points in X - direction : 13 + + Y co-ordinate grid bottom : 3.50 [m] + Y co-ordinate grid top : 16.25 [m] + Number of grid points in Y - direction : 14 + + Y co-ordinate tangent smallest circle : -2.10 [m] + Y co-ordinate tangent biggest circle : -7.20 [m] + Number of circles per grid point : 11 + + No fixed points input. + + Total number of center points in the grid: 182 + Total number of slip circles in the grid : 2002 + + + + MEASURED YIELD STRESS + ===================== + + No measured yield stress input. + + + LINE LOADS + ========== + + No line loads were input. + + + + UNIFORM LOAD + ============ + + Uniform |Magnitude| X start | X end | Distrib.| Load | + load number | [kN/m] | [m] | [m] | degrees | Type | + ------------|---------|---------|---------|---------|-----------| + 1 | 13.00 | 24.70 | 27.20 | 0.00 | Temporary | + + + + TREE ON SLOPE + ============= + + No tree on slope was input. + + + + DEGREE OF CONSOLIDATION : TEMPORARY LOADS + ========================================= + + Layer number| Degree of consolidation + -------------|------------------------- + 11 | 0 + 10 | 100 + 9 | 0 + 8 | 0 + 7 | 0 + 6 | 0 + 5 | 100 + 4 | 0 + 3 | 100 + 2 | 100 + 1 | 100 + + + + EARTHQUAKE + ========== + + No earth quake factors were input. + + + + +**************** The input has been tested, and is correct. **************** +****************************************************************************** + + + RESULTS OF THE SLOPE STABILITY ANALYSIS + ======================================= + + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 26.20 | 3.50 | 10.70 | 5.56 | + ---------|---------|---------|---------| + 26.20 | 3.50 | 10.19 | 5.61 | + + Information on the critical circle : Fmin = 5.557 + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 26.20 [m] + Y co-ordinate center point : 3.50 [m] + Radius of critical circle : 10.70 [m] + + The center point of the critical circle is not enclosed + The circle lies along the bottom tangent line + + Total driving moment : 1613.31 [kNm/m] + Driving moment free water : 245.87 [kNm/m] + Driving moment external loads : 8.13 [kNm/m] + Iterated resisting moment : 8965.37 [kNm/m] + Non-iterated resisting moment : 9104.19 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 15.98 | 0.36 | 0.75 | 0.22 | -72.90 | 19.65 | 0.74 | N.A. | + 2 | 16.29 | -0.50 | 0.86 | 0.40 | -68.02 | 19.65 | 1.08 | N.A. | + 3 | 16.59 | -1.19 | 0.97 | 0.19 | -63.98 | 19.65 | 0.43 | N.A. | + 4 | 16.85 | -1.69 | 1.06 | 0.34 | -60.95 | 19.65 | 0.70 | N.A. | + 5 | 17.36 | -2.50 | 1.24 | 0.68 | -55.83 | 19.65 | 1.21 | 2.68 | + 6 | 17.75 | -3.06 | 1.38 | 0.10 | -52.16 | 19.65 | 0.16 | 0.00 | + 7 | 18.18 | -3.56 | 1.49 | 0.77 | -48.61 | 13.05 | 1.16 | 0.00 | + 8 | 18.85 | -4.27 | 1.64 | 0.57 | -43.41 | 13.05 | 0.78 | 1.70 | + 9 | 19.42 | -4.77 | 1.78 | 0.57 | -39.36 | 13.05 | 0.73 | 1.70 | + 10 | 20.04 | -5.24 | 1.92 | 0.69 | -35.15 | 13.05 | 0.84 | 0.00 | + 11 | 20.61 | -5.62 | 2.05 | 0.44 | -31.50 | 13.06 | 0.52 | 0.00 | + 12 | 21.05 | -5.88 | 2.15 | 0.44 | -28.75 | 13.06 | 0.51 | 0.00 | + 13 | 21.56 | -6.14 | 2.27 | 0.57 | -25.69 | 13.06 | 0.64 | 0.00 | + 14 | 22.14 | -6.39 | 2.41 | 0.57 | -22.33 | 13.06 | 0.62 | 0.00 | + 15 | 22.71 | -6.61 | 2.54 | 0.57 | -19.05 | 13.06 | 0.61 | 0.00 | + 16 | 23.28 | -6.79 | 2.67 | 0.57 | -15.83 | 13.06 | 0.60 | 0.00 | + 17 | 23.85 | -6.94 | 2.80 | 0.57 | -12.67 | 13.06 | 0.59 | 0.00 | + 18 | 24.42 | -7.05 | 2.94 | 0.56 | -9.58 | 13.06 | 0.57 | 0.00 | + 19 | 24.95 | -7.12 | 3.00 | 0.50 | -6.71 | 0.00 | 0.50 | 0.00 | + 20 | 25.45 | -7.17 | 3.00 | 0.50 | -4.02 | 0.00 | 0.50 | 0.00 | + 21 | 25.95 | -7.19 | 3.00 | 0.50 | -1.34 | 0.00 | 0.50 | 0.00 | + 22 | 26.45 | -7.19 | 3.00 | 0.50 | 1.34 | 0.00 | 0.50 | 0.00 | + 23 | 26.95 | -7.17 | 3.00 | 0.50 | 4.02 | 0.00 | 0.50 | 0.00 | + 24 | 27.45 | -7.12 | 3.00 | 0.50 | 6.71 | 0.00 | 0.50 | 0.00 | + 25 | 27.98 | -7.05 | 2.85 | 0.56 | 9.58 | -28.73 | 0.57 | 0.00 | + 26 | 28.59 | -6.92 | 2.51 | 0.66 | 12.92 | -28.73 | 0.68 | 0.00 | + 27 | 29.22 | -6.76 | 2.16 | 0.60 | 16.42 | -28.73 | 0.63 | 0.00 | + 28 | 29.79 | -6.58 | 1.85 | 0.53 | 19.61 | -28.75 | 0.57 | 0.00 | + 29 | 30.32 | -6.37 | 1.56 | 0.53 | 22.68 | -28.75 | 0.58 | 0.00 | + 30 | 30.86 | -6.13 | 1.27 | 0.53 | 25.81 | -28.75 | 0.59 | 0.00 | + 31 | 31.24 | -5.94 | 1.06 | 0.22 | 28.07 | -28.75 | 0.25 | 0.00 | + 32 | 31.36 | -5.87 | 0.99 | 0.02 | 28.83 | -28.73 | 0.03 | 0.00 | + 33 | 31.59 | -5.74 | 0.87 | 0.44 | 30.27 | -28.73 | 0.51 | 0.00 | + 34 | 32.04 | -5.47 | 0.62 | 0.44 | 33.06 | -28.73 | 0.53 | 0.00 | + 35 | 32.48 | -5.16 | 0.38 | 0.44 | 35.94 | -28.73 | 0.55 | 0.00 | + 36 | 32.94 | -4.81 | 0.13 | 0.47 | 39.03 | -28.73 | 0.61 | 1.70 | + 37 | 33.49 | -4.32 | -0.18 | 0.65 | 43.02 | -28.75 | 0.89 | 1.70 | + 38 | 33.82 | -4.01 | -0.36 | 0.01 | 45.45 | -28.75 | 0.02 | 1.70 | + 39 | 34.05 | -3.77 | -0.48 | 0.43 | 47.21 | -28.75 | 0.64 | 0.00 | + 40 | 34.48 | -3.27 | -0.72 | 0.43 | 50.76 | -28.75 | 0.69 | 0.00 | + 41 | 34.85 | -2.80 | -0.92 | 0.29 | 53.93 | -28.75 | 0.50 | 2.68 | + 42 | 35.19 | -2.30 | -1.11 | 0.38 | 57.17 | -28.73 | 0.71 | 2.68 | + 43 | 35.46 | -1.85 | -1.26 | 0.17 | 59.98 | -28.73 | 0.34 | N.A. | + 44 | 35.63 | -1.55 | -1.35 | 0.17 | 61.83 | -28.73 | 0.35 | N.A. | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | N.A. | 12.26 | 0.96 | -2.68 | 1.55 | 19.36 | 3.23 | + 2 | N.A. | N.A. | 11.17 | 1.61 | -4.51 | 9.48 | 34.67 | 10.15 | + 3 | N.A. | N.A. | 10.14 | 0.68 | -1.90 | 6.88 | 46.80 | 15.49 | + 4 | N.A. | N.A. | 9.21 | 1.12 | -3.15 | 16.02 | 56.08 | 19.86 | + 5 | 21.66 | 21.66 | 7.42 | 1.80 | -5.04 | 43.36 | 71.30 | 27.16 | + 6 | 30.00 | 30.00 | 6.06 | 0.22 | -0.60 | 7.57 | 82.22 | 37.80 | + 7 | 30.00 | 30.00 | 5.01 | 0.89 | -3.85 | 67.69 | 93.10 | 44.41 | + 8 | 24.00 | 24.00 | 3.49 | 0.46 | -1.98 | 57.97 | 105.89 | 54.84 | + 9 | 24.00 | 24.00 | 2.21 | 0.29 | -1.25 | 62.28 | 112.22 | 63.39 | + 10 | 28.00 | 28.00 | 0.78 | 0.12 | -0.54 | 82.07 | 120.20 | 73.15 | + 11 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 56.96 | 128.21 | 82.27 | + 12 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 59.51 | 133.94 | 88.60 | + 13 | 26.70 | 26.70 | 0.00 | 0.00 | -0.00 | 80.13 | 139.87 | 93.39 | + 14 | 26.70 | 26.70 | 0.00 | 0.00 | -0.00 | 83.57 | 145.88 | 96.89 | + 15 | 26.70 | 26.70 | 0.00 | 0.00 | -0.00 | 86.61 | 151.18 | 100.07 | + 16 | 26.70 | 26.70 | 0.00 | 0.00 | -0.00 | 89.27 | 155.83 | 102.96 | + 17 | 26.70 | 26.70 | 0.00 | 0.00 | -0.00 | 91.58 | 159.86 | 105.56 | + 18 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 91.28 | 163.26 | 107.86 | + 19 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 82.66 | 178.32 | 122.17 | + 20 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 83.07 | 179.15 | 122.54 | + 21 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 83.28 | 179.55 | 122.71 | + 22 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 83.27 | 179.54 | 122.70 | + 23 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 83.05 | 179.10 | 122.49 | + 24 | 28.00 | 28.00 | 0.00 | 0.00 | -0.00 | 82.62 | 165.24 | 109.09 | + 25 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 90.61 | 162.05 | 106.65 | + 26 | 26.70 | 26.70 | 0.00 | -0.00 | -0.00 | 103.64 | 155.89 | 101.70 | + 27 | 26.70 | 26.70 | 0.00 | -0.00 | -0.00 | 89.38 | 148.97 | 96.40 | + 28 | 26.70 | 26.70 | 0.00 | -0.00 | -0.00 | 75.37 | 141.37 | 90.60 | + 29 | 26.70 | 26.70 | 0.00 | -0.00 | -0.00 | 70.74 | 132.69 | 83.94 | + 30 | 26.70 | 26.70 | 0.00 | -0.00 | -0.00 | 65.78 | 123.39 | 77.00 | + 31 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 26.04 | 116.47 | 71.69 | + 32 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 2.74 | 114.12 | 69.72 | + 33 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 48.42 | 109.37 | 65.81 | + 34 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 44.31 | 100.08 | 58.34 | + 35 | 28.00 | 28.00 | 0.00 | -0.00 | -0.00 | 39.95 | 90.23 | 50.69 | + 36 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 38.13 | 80.82 | 44.03 | + 37 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 45.60 | 70.48 | 37.83 | + 38 | 24.00 | 24.00 | 0.00 | -0.00 | -0.00 | 0.87 | 64.33 | 34.47 | + 39 | 30.00 | 30.00 | 0.00 | -0.00 | -0.00 | 25.00 | 57.61 | 30.43 | + 40 | 30.00 | 30.00 | 0.00 | -0.00 | -0.00 | 19.01 | 43.80 | 22.17 | + 41 | 21.66 | 21.66 | 0.00 | -0.00 | -0.00 | 9.38 | 31.85 | 18.34 | + 42 | 21.66 | 21.66 | 0.00 | -0.00 | -0.00 | 7.79 | 20.27 | 13.02 | + 43 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 1.72 | 10.14 | 8.36 | + 44 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 0.57 | 3.43 | 3.43 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 16.13 | 0.00 | 16.13 | 0.00 | 0.00 | N.A. | 0.00 | 3.23 | + 2 | 24.53 | 0.00 | 24.53 | 2.23 | 2.23 | 10.15 | 0.00 | 9.15 | + 3 | 31.32 | 0.00 | 31.32 | 0.00 | 0.00 | N.A. | 0.00 | 15.49 | + 4 | 36.22 | 0.00 | 36.22 | 0.00 | 0.00 | N.A. | 0.00 | 19.86 | + 5 | 44.14 | 0.00 | 44.14 | 12.18 | N.A. | N.A. | 0.00 | 23.93 | + 6 | 49.68 | -5.25 | 44.42 | 19.25 | N.A. | N.A. | 0.00 | 33.34 | + 7 | 54.58 | -5.90 | 48.69 | 22.94 | N.A. | N.A. | 0.00 | 39.73 | + 8 | 61.49 | -10.43 | 51.06 | 24.27 | N.A. | N.A. | 0.00 | 50.70 | + 9 | 66.39 | -17.56 | 48.83 | 28.08 | N.A. | N.A. | 0.00 | 59.25 | + 10 | 71.04 | -23.99 | 47.05 | 36.44 | N.A. | N.A. | 0.00 | 68.53 | + 11 | 74.55 | -28.62 | 45.93 | 41.32 | N.A. | N.A. | 0.00 | 77.72 | + 12 | 76.68 | -31.33 | 45.34 | 44.76 | N.A. | N.A. | 0.00 | 84.18 | + 13 | 78.76 | -32.28 | 46.48 | 45.01 | N.A. | N.A. | 0.00 | 89.49 | + 14 | 80.75 | -31.76 | 48.98 | 46.98 | N.A. | N.A. | 0.00 | 93.42 | + 15 | 82.35 | -31.24 | 51.11 | 48.81 | N.A. | N.A. | 0.00 | 97.04 | + 16 | 83.60 | -30.72 | 52.88 | 50.49 | N.A. | N.A. | 0.00 | 100.38 | + 17 | 84.50 | -30.20 | 54.30 | 52.03 | N.A. | N.A. | 0.00 | 103.45 | + 18 | 85.08 | -29.68 | 55.40 | 56.44 | N.A. | N.A. | 0.00 | 106.15 | + 19 | 85.50 | -29.35 | 56.15 | 64.24 | N.A. | N.A. | 13.00 | 120.81 | + 20 | 85.80 | -29.18 | 56.61 | 64.72 | N.A. | N.A. | 13.00 | 121.72 | + 21 | 85.86 | -29.02 | 56.84 | 65.10 | N.A. | N.A. | 13.00 | 122.44 | + 22 | 85.70 | -28.86 | 56.84 | 65.38 | N.A. | N.A. | 13.00 | 122.97 | + 23 | 85.31 | -28.69 | 56.61 | 65.57 | N.A. | N.A. | 13.00 | 123.32 | + 24 | 84.68 | -28.53 | 56.15 | 58.66 | N.A. | N.A. | 0.00 | 110.33 | + 25 | 82.73 | -27.33 | 55.40 | 57.64 | N.A. | N.A. | 0.00 | 108.40 | + 26 | 79.06 | -24.88 | 54.19 | 52.23 | N.A. | N.A. | 0.00 | 103.85 | + 27 | 74.91 | -22.34 | 52.57 | 49.81 | N.A. | N.A. | 0.00 | 99.04 | + 28 | 70.84 | -20.07 | 50.77 | 47.09 | N.A. | N.A. | 0.00 | 93.62 | + 29 | 66.68 | -17.93 | 48.75 | 43.88 | N.A. | N.A. | 0.00 | 87.24 | + 30 | 62.19 | -15.80 | 46.39 | 40.50 | N.A. | N.A. | 0.00 | 80.53 | + 31 | 58.82 | -14.04 | 44.78 | 40.17 | N.A. | N.A. | 0.00 | 75.54 | + 32 | 57.67 | -13.28 | 44.39 | 39.13 | N.A. | N.A. | 0.00 | 73.60 | + 33 | 55.41 | -11.85 | 43.55 | 37.06 | N.A. | N.A. | 0.00 | 69.71 | + 34 | 50.95 | -9.21 | 41.74 | 33.08 | N.A. | N.A. | 0.00 | 62.22 | + 35 | 46.19 | -6.65 | 39.54 | 28.96 | N.A. | N.A. | 0.00 | 54.47 | + 36 | 40.90 | -4.11 | 36.79 | 22.78 | N.A. | N.A. | 0.00 | 47.35 | + 37 | 33.82 | -1.18 | 32.64 | 20.03 | N.A. | N.A. | 0.00 | 41.16 | + 38 | 29.47 | 0.39 | 29.87 | 18.41 | N.A. | N.A. | 0.00 | 37.53 | + 39 | 26.21 | 0.97 | 27.18 | 19.38 | N.A. | N.A. | 0.00 | 33.57 | + 40 | 19.56 | 2.07 | 21.64 | 14.12 | N.A. | N.A. | 0.00 | 24.46 | + 41 | 13.51 | 0.00 | 13.51 | 10.67 | N.A. | N.A. | 0.00 | 20.13 | + 42 | 7.25 | 0.00 | 7.25 | 8.41 | N.A. | N.A. | 0.00 | 14.43 | + 43 | 1.78 | 0.00 | 1.78 | 0.00 | 0.00 | N.A. | 0.00 | 8.36 | + 44 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | N.A. | 0.00 | 3.43 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 3.23 | N.A. | N.A. | N.A. | N.A. | N.A. | 0.00 | N.A. | + 2 | 10.15 | 10.15 | 10.15 | 0.00 | 1.00 | 0.22 | 1.00 | 2.23 | N.A. | + 3 | N.A. | 15.49 | N.A. | N.A. | N.A. | N.A. | N.A. | 0.00 | N.A. | + 4 | N.A. | 19.86 | N.A. | N.A. | N.A. | N.A. | N.A. | 0.00 | N.A. | + 5 | N.A. | 27.16 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 37.80 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 44.41 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 54.84 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 63.39 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 73.15 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 82.27 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 88.60 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 93.39 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 96.89 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 100.07 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 16 | N.A. | 102.96 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 17 | N.A. | 105.56 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 18 | N.A. | 107.86 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 19 | N.A. | 122.17 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 20 | N.A. | 122.54 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 21 | N.A. | 122.71 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 22 | N.A. | 122.70 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 23 | N.A. | 122.49 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 24 | N.A. | 109.09 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 25 | N.A. | 106.65 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 26 | N.A. | 101.70 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 27 | N.A. | 96.40 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 28 | N.A. | 90.60 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 29 | N.A. | 83.94 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 30 | N.A. | 77.00 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 31 | N.A. | 71.69 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 32 | N.A. | 69.72 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 33 | N.A. | 65.81 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 34 | N.A. | 58.34 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 35 | N.A. | 50.69 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 36 | N.A. | 44.03 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 37 | N.A. | 37.83 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 38 | N.A. | 34.47 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 39 | N.A. | 30.43 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 40 | N.A. | 22.17 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 41 | N.A. | 18.34 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 42 | N.A. | 13.02 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 43 | N.A. | 8.36 | N.A. | N.A. | N.A. | N.A. | N.A. | 0.00 | N.A. | + 44 | N.A. | 3.43 | N.A. | N.A. | N.A. | N.A. | N.A. | 0.00 | N.A. | + + ---------|---------|---------|---------| + 26.20 | 3.50 | 10.70 | 5.56 | + + + END OF D-Geo Stability OUTPUT + ============================= Index: IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1) (copy).std =================================================================== diff -u --- IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1) (copy).std (revision 0) +++ IssueRelatedData/MWDAM-1246/Basissom_ShearStrenthModel/BasissomShearStrengthModel.Calc/Stability/Bishop/Loc(Test1)_Sce(1)_Pro(segment1_Test1) (copy).std (revision 1490) @@ -0,0 +1,2086 @@ +Dump file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 4/23/2018 +TIME : 9:27:11 AM +FILENAME : C:\Users\zwan_ie\Desktop\Basissom_ShearStrenthModel\BasissomShearStrengthModel.Calc\Stability\Bishop\Loc(Test1)_Sce(1)_Pro(segment1_Test1).std +CREATED BY : D-Geo Stability version 18.1.1.3 +========================== BEGINNING OF DATA ========================== +[Input Data] +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1001 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 12 = number of items +[SOIL] +dijksmateriaal_klei +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=1.50 +SoilPhi=21.66 +SoilDilatancy=21.66 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_veen +SoilColor=536870911 +SoilSoilType=4 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=1.70 +SoilPhi=24.10 +SoilDilatancy=24.10 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +dijksmateriaal_zand +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=3 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei1 +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.80 +SoilDilatancy=21.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei2 +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=24.10 +SoilDilatancy=24.10 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=5 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +ophoogmateriaalberm +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=2.68 +SoilPhi=21.66 +SoilDilatancy=21.66 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=6 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +ophoogmateriaaldijk +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=2.68 +SoilPhi=21.66 +SoilDilatancy=21.66 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +pleistoceen +SoilColor=16777215 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000001 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen1 +SoilColor=536870911 +SoilSoilType=4 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=1.70 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand3 +SoilColor=16777215 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000001 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand1 +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +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=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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand2 +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=18.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.00 +SoilDilatancy=28.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +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=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 51 - Number of geometry points - + 1 0.000 -1.500 0.000 + 2 5.000 -1.500 0.000 + 3 12.000 -0.400 0.000 + 4 14.200 0.100 0.000 + 5 15.000 0.400 0.000 + 6 17.800 1.400 0.000 + 7 24.700 3.000 0.000 + 8 27.200 3.000 0.000 + 9 27.700 3.000 0.000 + 10 37.000 -2.100 0.000 + 11 65.000 -2.100 0.000 + 12 75.000 -2.100 0.000 + 13 105.000 -2.100 0.000 + 14 0.000 -27.000 0.000 + 15 105.000 -27.000 0.000 + 16 0.000 -2.000 0.000 + 17 0.000 -3.000 0.000 + 18 105.000 -3.000 0.000 + 19 0.000 -4.000 0.000 + 20 105.000 -4.000 0.000 + 21 0.000 -5.000 0.000 + 22 105.000 -5.000 0.000 + 23 0.000 -6.000 0.000 + 24 105.000 -6.000 0.000 + 25 0.000 -7.000 0.000 + 26 105.000 -7.000 0.000 + 27 8.182 -1.000 0.000 + 28 13.760 0.000 0.000 + 29 16.680 1.000 0.000 + 30 20.388 2.000 0.000 + 31 29.524 2.000 0.000 + 32 31.347 1.000 0.000 + 33 33.171 0.000 0.000 + 34 34.994 -1.000 0.000 + 35 36.818 -2.000 0.000 + 36 0.000 2.000 0.000 + 37 24.700 1.600 0.000 + 38 27.700 1.500 0.000 + 39 37.000 -2.300 0.000 + 40 65.000 -2.300 0.000 + 41 75.000 -2.300 0.000 + 42 105.000 -2.300 0.000 + 43 20.388 2.000 0.000 + 44 0.000 -1.400 0.000 + 45 105.000 -1.400 0.000 + 46 0.000 -1.400 0.000 + 47 105.000 -1.400 0.000 + 48 0.000 2.000 0.000 + 49 14.200 2.000 0.000 + 50 37.000 -1.440 0.000 + 51 105.000 -1.440 0.000 +[END OF POINTS] + +[CURVES] + 44 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 32 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 33 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 34 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 35 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 27 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 3 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 28 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 4 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 29 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 6 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 30 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 7 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 31 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 10 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 43 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 37 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 +[END OF CURVES] + +[BOUNDARIES] + 12 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 11 + 2 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 10 + 3 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 9 + 4 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 8 + 5 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 7 + 6 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 6 29 30 31 32 + 7 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 12 13 5 28 29 30 31 32 + 8 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 12 13 14 15 4 27 28 29 30 31 + 32 + 9 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 12 13 14 15 16 17 18 3 26 27 + 28 29 30 31 32 + 10 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 12 13 14 15 16 17 18 19 20 2 + 25 26 27 28 29 30 31 32 + 11 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 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] + 12 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 12 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 12 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 33 34 35 36 37 38 39 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 40 + 3 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 41 + 4 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 42 43 44 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 11 - Number of layers - + 1 - Layer number, next line is material of layer + zand2 + 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 + zand1 + 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 + wl_zand3 + 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 + veen1 + 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 + pleistoceen + 4 - Piezometric level line at top of layer + 4 - 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 + ophoogmateriaaldijk + 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 + ophoogmateriaalberm + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei2 + 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 + klei1 + 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_zand + 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 + dijksmateriaal_veen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[END OF RUN IDENTIFICATION TITLES] +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 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] + 11 Number of layers + 11 100 + 10 100 100 + 9 100 100 100 + 8 100 100 100 100 + 7 100 100 100 100 100 + 6 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 100 100 0 100 0 0 0 0 100 + 0 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 100 100 100 100 100 + 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 26.200 37.825 13 X-direction + 3.500 16.250 14 Y-direction + -2.100 -7.200 11 Tangent lines + 0.000 0.000 0 no fixed point used +[END OF CIRCLES] +[SPENCER SLIP DATA] + 0 Number of points +[END OF SPENCER SLIP DATA] +[SPENCER SLIP DATA 2] + 0 Number of points +[END OF SPENCER SLIP DATA 2] +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[END OF SPENCER SLIP INTERVAL] +[LINE LOADS] + 0 = number of items +[END OF LINE LOADS] +[UNIFORM LOADS] + 1 = number of items +Verkeersbelasting + 13.00 = magnitude + 24.70 27.20 = xstart and xend + 0.00 = distribution angle + 2 = temporary load +[END OF UNIFORM LOADS] +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[END OF EARTH QUAKE] +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 2.00 [m] +[END OF MINIMAL REQUIRED CIRCLE DEPTH] +[SLIP CIRCLE SELECTION] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=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 + 11 - Number of layers + 3 3 = Pl-top and pl-bottom + 2 3 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 4 4 = 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] + 104.99 = Boundary of M.H.W influence at X [m] + 2.99 = 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 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