Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : Stichting Deltares LICENSE : Unknown DATE : 1/19/2018 TIME : 5:09:58 PM FILENAME : D:\MWDAM-1057\Invoer DAM\Actualisatie.Calc\Stability\Bishop\Loc(RK210-560)_Sce(1)_Pro(Segment_1_1D1).sti CREATED BY : D-Geo Stability version 16.2.1.4 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1002 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 YieldStress=1000 D-Geo Stability=1006 [END OF VERSION] [SOIL COLLECTION] 8 = number of items [SOIL] veen SoilColor=536870911 SoilSoilType=4 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.15 SoilGamWet=10.20 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Veen SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.00 SoilStrengthIncreaseExponent=0.80 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=0.00 SoilVertFluctScaleCoh=0.00 SoilNumberOfTestsCoh=0 SoilVarianceRatioCoh=0.00 SoilHorFluctScalePhi=0.00 SoilVertFluctScalePhi=0.00 SoilNumberOfTestsPhi=0 SoilVarianceRatioPhi=0.00 SoilRRatio=0.0000001 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] DeL_Tss_1 SoilColor=536870911 SoilSoilType=3 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.05 SoilGamWet=17.74 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Klei_Calais SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.00 SoilStrengthIncreaseExponent=0.80 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=0.00 SoilVertFluctScaleCoh=0.00 SoilNumberOfTestsCoh=0 SoilVarianceRatioCoh=0.00 SoilHorFluctScalePhi=0.00 SoilVertFluctScalePhi=0.00 SoilNumberOfTestsPhi=0 SoilVarianceRatioPhi=0.00 SoilRRatio=0.0000001 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] DeL_Tfg SoilColor=536870911 SoilSoilType=3 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.46 SoilGamWet=14.50 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Klei_Calais SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.00 SoilStrengthIncreaseExponent=0.80 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=0.00 SoilVertFluctScaleCoh=0.00 SoilNumberOfTestsCoh=0 SoilVarianceRatioCoh=0.00 SoilHorFluctScalePhi=0.00 SoilVertFluctScalePhi=0.00 SoilNumberOfTestsPhi=0 SoilVarianceRatioPhi=0.00 SoilRRatio=0.0000001 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] DeL_Tcs SoilColor=16777215 SoilSoilType=3 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.05 SoilGamWet=17.74 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Klei_Calais SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.00 SoilStrengthIncreaseExponent=0.80 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=0 SoilIsAquifer=1 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=0.00 SoilVertFluctScaleCoh=0.00 SoilNumberOfTestsCoh=0 SoilVarianceRatioCoh=0.00 SoilHorFluctScalePhi=0.00 SoilVertFluctScalePhi=0.00 SoilNumberOfTestsPhi=0 SoilVarianceRatioPhi=0.00 SoilRRatio=0.0000001 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] DeL_Ffg SoilColor=536870911 SoilSoilType=3 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.65 SoilGamWet=12.70 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Klei_Calais SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.00 SoilStrengthIncreaseExponent=0.80 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=0.00 SoilVertFluctScaleCoh=0.00 SoilNumberOfTestsCoh=0 SoilVarianceRatioCoh=0.00 SoilHorFluctScalePhi=0.00 SoilVertFluctScalePhi=0.00 SoilNumberOfTestsPhi=0 SoilVarianceRatioPhi=0.00 SoilRRatio=0.0000001 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] DeL_Kms SoilColor=16777215 SoilSoilType=1 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Zand SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.00 SoilStrengthIncreaseExponent=0.80 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=0 SoilIsAquifer=1 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=0.00 SoilVertFluctScaleCoh=0.00 SoilNumberOfTestsCoh=0 SoilVarianceRatioCoh=0.00 SoilHorFluctScalePhi=0.00 SoilVertFluctScalePhi=0.00 SoilNumberOfTestsPhi=0 SoilVarianceRatioPhi=0.00 SoilRRatio=0.0000001 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] DeL_Ssc SoilColor=16777215 SoilSoilType=1 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Zand SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.00 SoilStrengthIncreaseExponent=0.80 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=0 SoilIsAquifer=1 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=0.00 SoilVertFluctScaleCoh=0.00 SoilNumberOfTestsCoh=0 SoilVarianceRatioCoh=0.00 SoilHorFluctScalePhi=0.00 SoilVertFluctScalePhi=0.00 SoilNumberOfTestsPhi=0 SoilVarianceRatioPhi=0.00 SoilRRatio=0.0000001 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] DUMMY SoilColor=536870911 SoilSoilType=1 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Veen SoilBondStressTableName= SoilMatStrengthType=1 SoilProbInputValues=0 SoilRatioCuPc=0.00 SoilStrengthIncreaseExponent=0.80 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=0.00 SoilVertFluctScaleCoh=0.00 SoilNumberOfTestsCoh=0 SoilVarianceRatioCoh=0.00 SoilHorFluctScalePhi=0.00 SoilVertFluctScalePhi=0.00 SoilNumberOfTestsPhi=0 SoilVarianceRatioPhi=0.00 SoilRRatio=0.0000001 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 85 - Number of geometry points - 1 0.000 -2.770 0.000 2 0.519 -2.990 0.000 3 0.968 -3.160 0.000 4 1.502 -3.350 0.000 5 1.993 -3.460 0.000 6 2.413 -3.530 0.000 7 2.905 -3.700 0.000 8 3.454 -3.710 0.000 9 3.894 -3.530 0.000 10 4.294 -3.550 0.000 11 4.848 -3.580 0.000 12 5.455 -3.490 0.000 13 6.024 -3.330 0.000 14 6.529 -3.150 0.000 15 6.858 -3.050 0.000 16 7.491 -3.010 0.000 17 7.861 -2.980 0.000 18 8.281 -2.940 0.000 19 8.879 -2.910 0.000 20 8.950 -2.905 0.000 21 9.279 -2.880 0.000 22 9.798 -2.830 0.000 23 10.160 -2.600 0.000 24 10.382 -2.380 0.000 25 10.738 -1.990 0.000 26 11.079 -1.889 0.000 27 11.449 -1.780 0.000 28 12.161 -1.700 0.000 29 12.873 -1.690 0.000 30 13.579 -1.710 0.000 31 14.291 -1.770 0.000 32 15.002 -1.910 0.000 33 15.714 -2.020 0.000 34 16.420 -2.310 0.000 35 17.132 -2.440 0.000 36 17.844 -2.560 0.000 37 18.549 -2.710 0.000 38 19.261 -2.860 0.000 39 19.973 -2.980 0.000 40 20.685 -3.130 0.000 41 21.382 -3.230 0.000 42 22.094 -3.380 0.000 43 22.806 -3.480 0.000 44 23.518 -3.600 0.000 45 24.223 -3.700 0.000 46 24.935 -3.750 0.000 47 25.647 -3.820 0.000 48 26.359 -3.910 0.000 49 27.064 -3.940 0.000 50 27.776 -4.060 0.000 51 28.488 -4.280 0.000 52 29.200 -4.220 0.000 53 29.905 -4.240 0.000 54 30.617 -4.260 0.000 55 31.329 -4.270 0.000 56 0.000 -45.000 0.000 57 31.329 -45.000 0.000 58 0.000 -5.000 0.000 59 31.329 -5.000 0.000 60 0.000 -5.500 0.000 61 31.329 -5.500 0.000 62 0.000 -12.000 0.000 63 31.329 -12.000 0.000 64 0.000 -15.000 0.000 65 31.329 -15.000 0.000 66 0.000 -25.000 0.000 67 31.329 -25.000 0.000 68 10.729 -2.000 0.000 69 15.585 -2.000 0.000 70 0.000 -2.520 0.000 71 10.241 -2.520 0.000 72 11.079 -2.320 0.000 73 14.291 -2.320 0.000 74 27.776 -4.260 0.000 75 28.488 -4.480 0.000 76 29.200 -4.420 0.000 77 29.905 -4.440 0.000 78 30.617 -4.460 0.000 79 31.329 -4.470 0.000 80 0.000 -45.000 0.000 81 31.329 -45.000 0.000 82 0.000 -3.651 0.000 83 31.329 -3.651 0.000 84 0.000 -3.651 0.000 85 31.329 -3.651 0.000 [END OF POINTS] [CURVES] 75 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 68 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 25 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 69 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 33 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 [END OF CURVES] [BOUNDARIES] 8 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 1 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 7 2 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 6 3 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 5 4 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 4 5 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 3 6 - Boundary number 48 - number of curves on boundary, next line(s) are curvenumbers 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 2 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 7 - Boundary number 56 - number of curves on boundary, next line(s) are curvenumbers 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 8 - Number of boundaries - 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 8 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 8 - Number of boundaries - 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 4 - Number of piezometric level lines - 1 - PlLine number 9 - number of curves on PlLine, next line(s) are curvenumbers 64 65 66 67 68 69 70 71 72 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 73 3 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 74 4 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 75 [END OF PIEZO LINES] [PHREATIC LINE] 1 - Number of the piezometric level line acting as phreatic line - [END OF PHREATIC LINE] [WORLD CO-ORDINATES] 0.000 - X world 1 - 0.000 - Y world 1 - 0.000 - X world 2 - 0.000 - Y world 2 - [END OF WORLD CO-ORDINATES] [LAYERS] 7 - Number of layers - 1 - Layer number, next line is material of layer DeL_Ssc 3 - Piezometric level line at top of layer 3 - Piezometric level line at bottom of layer 1 - Boundarynumber at top of layer 0 - Boundarynumber at bottom of layer 2 - Layer number, next line is material of layer DeL_Kms 3 - Piezometric level line at top of layer 3 - Piezometric level line at bottom of layer 2 - Boundarynumber at top of layer 1 - Boundarynumber at bottom of layer 3 - Layer number, next line is material of layer DeL_Ffg 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer DeL_Tcs 4 - Piezometric level line at top of layer 4 - Piezometric level line at bottom of layer 4 - Boundarynumber at top of layer 3 - Boundarynumber at bottom of layer 5 - Layer number, next line is material of layer DeL_Tfg 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 5 - Boundarynumber at top of layer 4 - Boundarynumber at bottom of layer 6 - Layer number, next line is material of layer DeL_Tss_1 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 6 - Boundarynumber at top of layer 5 - Boundarynumber at bottom of layer 7 - Layer number, next line is material of layer veen 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 7 - Boundarynumber at top of layer 6 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] [MODEL] 1 : Bishop 1 : C phi 0 : Probabilistic off 1 : Mean 0 : Geotextiles off 0 : Nails off 1 : Zone plot on 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 7 Number of layers 7 100 6 100 100 5 100 100 100 4 100 100 100 100 3 100 100 100 100 100 2 100 100 100 100 100 100 1 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 100 100 100 100 100 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 [CIRCLES] 0.000 12.685 16 X-direction -1.193 3.851 6 Y-direction -3.710 -6.710 7 Tangent lines 0.000 0.000 0 no fixed point used [SPENCER SLIP DATA] 0 Number of points [SPENCER SLIP DATA 2] 0 Number of points [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [LINE LOADS] 0 = number of items [UNIFORM LOADS ] 0 = number of items [TREE ON SLOPE] 0.00 = WindForce 0.00 = XCoordinate 0.00 = YCoordinate 10.00 = width of root zone 0.0 = AngleOfDistribution [END OF TREE ON SLOPE] [EARTH QUAKE] 0.000 = horizontal acceleration 0.000 = vertical acceleration 0.000 = free water moment factor [SIGMA-TAU CURVES] 3 = number of items [STRESS CURVE] Veen 6 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.40 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=2.00 SoilStressTableTau=1.90 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=5.00 SoilStressTableTau=2.80 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=10.00 SoilStressTableTau=4.40 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=20.00 SoilStressTableTau=7.90 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=50.00 SoilStressTableTau=18.70 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Klei_Calais 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.42 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=9.36 SoilStressTableTau=3.91 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=15.12 SoilStressTableTau=6.06 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=20.88 SoilStressTableTau=8.34 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=26.64 SoilStressTableTau=10.25 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=32.40 SoilStressTableTau=12.16 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=38.16 SoilStressTableTau=13.77 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=43.92 SoilStressTableTau=15.13 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=49.68 SoilStressTableTau=16.83 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=55.44 SoilStressTableTau=17.39 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Zand 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=110.79 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MEASURED YIELD STRESSES] [YIELD STRESSES] 0 = number of items [END OF YIELD STRESSES] [END OF MEASURED YIELD STRESSES] [MINIMAL REQUIRED CIRCLE DEPTH] 1.00 [m] [Slip Circle Selection] IsMinXEntryUsed=0 IsMaxXEntryUsed=0 XEntryMin=0.00 XEntryMax=0.00 [End of Slip Circle Selection] [START VALUE SAFETY FACTOR] 1.000 [-] [REFERENCE LEVEL SU] 16.000 Excavation gamma above freatic level 18.000 Excavation gamma below freatic level 2 number of points 0.000 -45.000 x y 31.329 -45.000 x y [END OF REFERENCE LEVEL SU] [LIFT SLIP DATA] 0.000 0.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 0.000 0.000 1 X-direction Right 0.000 0.000 1 Y-direction Right 0.000 0.000 1 Y-direction tangent lines 0 Automatic grid calculation (1) [EXTERNAL WATER LEVELS] 0 = No water data used 0.00 = Design level 0.30 = Decimate height 1 norm = 1/10000 1 = number of items Water data (1) 1 = Phreatic line 0.00 = Level Piezo lines 7 - Number of layers 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 99 = Pl-top and pl-bottom [MODEL FACTOR] 1.00 = Limit value stability factor 0.08 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 100.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [CALCULATION OPTIONS] MoveCalculationGrid=1 ProbCalculationType=2 SearchMethod=0 [END OF CALCULATION OPTIONS] [PROBABILISTIC DEFAULTS] CohesionVariationTotal=0.25 CohesionDesignPartial=1.25 CohesionDesignStdDev=-1.65 CohesionDistribution=3 PhiVariationTotal=0.15 PhiDesignPartial=1.10 PhiDesignStdDev=-1.65 PhiDistribution=3 StressTableVariationTotal=0.20 StressTableDesignPartial=1.15 StressTableDesignStdDev=-1.65 StressTableDistribution=3 RatioCuPcVariationTotal=0.25 RatioCuPcDesignPartial=1.15 RatioCuPcDesignStdDev=-1.65 RatioCuPcDistribution=3 CuVariationTotal=0.25 CuDesignPartial=1.15 CuDesignStdDev=-1.65 CuDistribution=3 POPVariationTotal=0.10 POPDesignPartial=1.10 POPDesignStdDev=-1.65 POPDistribution=3 CompressionRatioVariationTotal=0.25 CompressionRatioDesignPartial=1.00 CompressionRatioDesignStdDev=0.00 CompressionRatioDistribution=3 ConsolidationCoefTotalStdDev=20.00 ConsolidationCoefDesignPartial=1.00 ConsolidationCoefDesignStdDev=1.65 ConsolidationCoefDistribution=2 HydraulicPressureTotalStdDev=0.50 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=1.00 LimitValueBishopStdDev=0.08 LimitValueBishopDistribution=3 LimitValueVanMean=0.95 LimitValueVanStdDev=0.08 LimitValueVanDistribution=3 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] -1.70 = Diketable Height [m] 3.00 = Width top rest profile [m] 10.00 = X co-ordinate indicating start of zone [m] 12.00 = Boundary of M.H.W influence at X [m] -2.50 = Boundary of M.H.W influence at Y [m] 0.50 = Required safety in zone 1a 0.50 = Required safety in zone 1b 0.50 = Required safety in zone 2a 0.50 = Required safety in zone 2b 0.01 = Left side minimum road [m] 0.01 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 0 Stability calculation at left side 0.50 = Remolding reduction factor 0.80 = Schematization reduction factor 1 Overtopping condition less or equal 0.1 l/m/s [HORIZONTAL BALANCE] HorizontalBalanceXLeft=0.000 HorizontalBalanceXRight=0.000 HorizontalBalanceYTop=0.00 HorizontalBalanceYBottom=0.00 HorizontalBalanceNYInterval=1 [END OF HORIZONTAL BALANCE] [REQUESTED CIRCLE SLICES] 30 = number of slices [REQUESTED LIFT SLICES] 50 = number of slices [REQUESTED SPENCER SLICES] 50 = number of slices [SOIL RESISTANCE] SoilResistanceDowelAction=1 SoilResistancePullOut=1 [END OF SOIL RESISTANCE] [GENETIC ALGORITHM OPTIONS BISHOP] PopulationCount=50 GenerationCount=50 EliteCount=2 MutationRate=0.200 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS BISHOP] [GENETIC ALGORITHM OPTIONS LIFTVAN] PopulationCount=50 GenerationCount=50 EliteCount=2 MutationRate=0.250 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS LIFTVAN] [GENETIC ALGORITHM OPTIONS SPENCER] PopulationCount=50 GenerationCount=50 EliteCount=2 MutationRate=0.300 CrossOverScatterFraction=0.000 CrossOverSinglePointFraction=0.700 CrossOverDoublePointFraction=0.300 MutationJumpFraction=0.000 MutationCreepFraction=0.900 MutationInverseFraction=0.100 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS SPENCER] [MODEL SPECIAL] IsAlternativeStrength=0 IsAdditionalPorePressure=0 [END OF MODEL SPECIAL] [NAIL TYPE DEFAULTS] NailTypeLengthNail=0.00 NailTypeDiameterNail=0.00 NailTypeDiameterGrout=0.00 NailTypeYieldForceNail=0.00 NailTypePlasticMomentNail=0.00 NailTypeBendingStiffnessNail=0.00E+00 NailTypeUseFacingOrBearingPlate=0 [END OF NAIL TYPE DEFAULTS] [END OF INPUT FILE]