Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : Microsoft LICENSE : DATE : 6/9/2013 TIME : 4:06:55 PM FILENAME : D:\Dijken op Veen 2\1e ronde\Referentieanalyse\Referentieanalyse (zonering).Calc\Stability\Bishop\Loc(28_10C_DP129)_Sce(1)_Pro(dijk 28-10C DP129_MHW_sti)_Ite(0).sti CREATED BY : D-Geo Stability version 10.1.2.3 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1001 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1003 [END OF VERSION] [SOIL COLLECTION] 17 = number of items [SOIL] WL_ZaPl_(28_10C_DP129) SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.00 SoilGamWet=21.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=ZaPl SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=1 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] HV A_AVW_(28_10C_DP129) SoilColor=5866717 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.00 SoilGamWet=10.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk28 HV a SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klsi aa_(28_10C_DP129) SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.10 SoilGamWet=14.10 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk28 Klsi a SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] KlZa A_(28_10C_DP129) SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.30 SoilGamWet=17.30 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk28 KlZa tot SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] ZaCa_(28_10C_DP129) SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.50 SoilGamWet=19.50 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk28 ZaCa SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klhu a_(28_10C_DP129) SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.00 SoilGamWet=12.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk28 Klhu a SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] HV bt_(28_10C_DP129) SoilColor=5866717 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.70 SoilGamWet=10.70 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk28 HV bt SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klsi bt_(28_10C_DP129) SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.80 SoilGamWet=14.80 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk28 Klsi bt SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klhu bt_(28_10C_DP129) SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.50 SoilGamWet=12.50 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk28 Klhu bt SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] ZaAn_(28_10C_DP129) SoilColor=9764853 SoilSoilType=2 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=Dijk28 ZaAn SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] HV k_(28_10C_DP129) SoilColor=5866717 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.50 SoilGamWet=11.50 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk28 HV k SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klsi k_(28_10C_DP129) SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.10 SoilGamWet=15.10 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk28 Klsi k SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klhu k_(28_10C_DP129) SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.60 SoilGamWet=12.60 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk28 Klhu k SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] KlAn k_(28_10C_DP129) SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.80 SoilGamWet=14.80 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk28 KlAn tot SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klsi w_(28_10C_DP129) SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.30 SoilGamWet=14.30 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk28 Klsi w SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klhu w_(28_10C_DP129) SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.70 SoilGamWet=11.70 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk28 Klhu w SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] dijksmateriaal_klei SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.50 SoilGamWet=16.50 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kloph SoilBondStressTableName= SoilMatStrengthType=2 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 149 - Number of geometry points - 1 0.000 -4.230 0.000 2 7.450 -4.110 0.000 3 15.560 -3.200 0.000 4 22.080 -2.820 0.000 5 30.140 -2.830 0.000 6 38.120 -2.840 0.000 7 42.330 -2.890 0.000 8 46.070 -2.860 0.000 9 50.170 -2.850 0.000 10 54.200 -2.770 0.000 11 58.230 -2.700 0.000 12 62.080 -2.600 0.000 13 66.180 -2.430 0.000 14 68.170 -2.330 0.000 15 70.090 -2.240 0.000 16 72.110 -2.020 0.000 17 72.583 -1.978 0.000 18 74.140 -1.840 0.000 19 75.070 -1.750 0.000 20 76.090 -1.630 0.000 21 77.110 -1.560 0.000 22 78.040 -1.400 0.000 23 79.814 -0.510 0.000 24 81.060 -0.380 0.000 25 82.298 0.125 0.000 26 82.900 0.370 0.000 27 85.740 1.500 0.000 28 86.620 1.850 0.000 29 87.550 2.160 0.000 30 89.010 2.630 0.000 31 89.340 3.110 0.000 32 90.800 3.230 0.000 33 91.320 3.248 0.000 34 91.670 3.260 0.000 35 92.510 3.240 0.000 36 93.820 3.170 0.000 37 95.940 2.090 0.000 38 97.078 1.500 0.000 39 98.370 0.830 0.000 40 99.580 0.860 0.000 41 103.282 0.733 0.000 42 103.680 0.730 0.000 43 104.510 0.510 0.000 44 106.430 -0.140 0.000 45 108.060 -0.990 0.000 46 109.978 -1.061 0.000 47 112.775 -1.198 0.000 48 114.380 -2.000 0.000 49 115.080 -2.350 0.000 50 115.520 -2.650 0.000 51 118.930 -2.870 0.000 52 125.620 -3.260 0.000 53 131.850 -3.320 0.000 54 138.790 -3.640 0.000 55 139.510 -3.960 0.000 56 147.810 -3.890 0.000 57 150.380 -4.000 0.000 58 164.400 -4.600 0.000 59 174.390 -4.540 0.000 60 199.948 -4.370 0.000 61 200.000 -4.370 0.000 62 0.000 -20.000 0.000 63 200.000 -20.000 0.000 64 0.000 -13.200 0.000 65 40.000 -13.200 0.000 66 81.060 -13.042 0.000 67 92.000 -13.000 0.000 68 98.370 -13.106 0.000 69 104.000 -13.200 0.000 70 108.060 -13.444 0.000 71 114.000 -13.800 0.000 72 199.943 -13.800 0.000 73 200.000 -13.800 0.000 74 108.060 -13.062 0.000 75 114.000 -13.300 0.000 76 199.947 -13.300 0.000 77 200.000 -13.300 0.000 78 108.060 -11.400 0.000 79 114.000 -12.300 0.000 80 199.941 -12.300 0.000 81 200.000 -12.300 0.000 82 114.000 -10.500 0.000 83 199.849 -10.500 0.000 84 200.000 -10.500 0.000 85 108.060 -9.081 0.000 86 114.000 -9.200 0.000 87 199.927 -9.200 0.000 88 200.000 -9.200 0.000 89 108.060 -8.781 0.000 90 114.000 -8.900 0.000 91 199.934 -8.900 0.000 92 200.000 -8.900 0.000 93 108.060 -7.678 0.000 94 114.000 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136 40.000 -5.300 0.000 137 0.000 1.000 0.000 138 84.483 1.000 0.000 139 89.340 1.700 0.000 140 93.820 1.700 0.000 141 98.370 0.630 0.000 142 108.060 -1.650 0.000 143 200.000 -1.650 0.000 144 0.000 -20.000 0.000 145 200.000 -20.000 0.000 146 0.000 -0.800 0.000 147 200.000 -0.800 0.000 148 0.000 -20.000 0.000 149 200.000 -20.000 0.000 [END OF POINTS] [CURVES] 160 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 74 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 78 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 82 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 85 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 89 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 93 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 97 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 57 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 99 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 48 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 45 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 100 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 74 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 102 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 85 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 104 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 89 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 106 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 93 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 108 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 97 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 39 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 110 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 45 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 112 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 100 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 114 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 102 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 116 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 104 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 118 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 119 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 106 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 120 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 108 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 24 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 122 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 123 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 124 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 126 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 38 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 126 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 127 128 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 128 112 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 129 130 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 130 114 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 131 132 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 132 116 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 133 134 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 134 118 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 135 136 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 120 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 128 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 129 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 134 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 135 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 136 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 137 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 138 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 139 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 140 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 141 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 142 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 143 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 144 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 145 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 146 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 147 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 148 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 149 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 150 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 151 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 152 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 137 138 153 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 138 139 154 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 139 140 155 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 140 141 156 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 141 142 157 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 142 143 158 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 144 145 159 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 146 147 160 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 148 149 [END OF CURVES] [BOUNDARIES] 32 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 1 1 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 7 8 9 10 2 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 7 11 12 13 14 3 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 7 11 15 16 17 18 4 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 7 11 15 19 20 21 5 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 7 11 15 22 23 24 25 6 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 7 11 15 22 26 27 28 29 7 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 7 11 15 22 26 30 31 32 33 8 - Boundary number 18 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 7 11 15 22 26 30 34 35 36 37 38 39 40 9 - Boundary number 27 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 7 11 15 22 26 30 34 41 42 43 44 45 46 47 48 49 50 51 37 38 39 40 10 - Boundary number 29 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 7 11 15 22 26 30 34 52 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 11 - Boundary number 29 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 56 57 58 15 22 26 30 34 52 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 12 - Boundary number 28 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 56 59 60 61 26 30 34 52 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 13 - Boundary number 28 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 56 59 62 63 64 30 34 52 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 14 - Boundary number 28 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 56 59 62 65 66 67 34 52 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 15 - Boundary number 28 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 56 59 62 65 68 69 70 52 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 16 - Boundary number 29 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 56 59 62 65 68 71 72 73 74 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 17 - Boundary number 32 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 56 59 62 65 68 71 75 76 77 78 79 80 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 18 - Boundary number 32 - number of curves on boundary, next line(s) are curvenumbers 2 3 81 82 83 59 62 65 68 71 75 76 77 78 79 80 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 19 - Boundary number 32 - number of curves on boundary, next line(s) are curvenumbers 2 3 81 84 85 86 62 65 68 71 75 76 77 78 79 80 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 20 - Boundary number 32 - number of curves on boundary, next line(s) are curvenumbers 2 3 81 84 87 88 89 65 68 71 75 76 77 78 79 80 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 21 - Boundary number 32 - number of curves on boundary, next line(s) are curvenumbers 2 3 81 84 87 90 91 92 68 71 75 76 77 78 79 80 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 22 - Boundary number 32 - number of curves on boundary, next line(s) are curvenumbers 2 3 81 84 87 90 93 94 95 71 75 76 77 78 79 80 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 23 - Boundary number 40 - number of curves on boundary, next line(s) are curvenumbers 2 3 81 84 87 90 93 96 97 98 99 100 101 102 103 104 105 106 75 76 77 78 79 80 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 24 - Boundary number 37 - number of curves on boundary, next line(s) are curvenumbers 2 3 81 84 87 90 93 96 97 98 99 100 107 105 106 75 76 77 78 79 80 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 25 - Boundary number 45 - number of curves on boundary, next line(s) are curvenumbers 2 3 81 84 87 90 93 96 97 98 99 108 109 110 111 112 150 151 113 114 115 116 106 75 76 77 78 79 80 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 26 - Boundary number 44 - number of curves on boundary, next line(s) are curvenumbers 117 118 84 87 90 93 96 97 98 99 108 109 110 111 112 150 151 113 114 115 116 106 75 76 77 78 79 80 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 27 - Boundary number 43 - number of curves on boundary, next line(s) are curvenumbers 119 120 87 90 93 96 97 98 99 108 109 110 111 112 150 151 113 114 115 116 106 75 76 77 78 79 80 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 28 - Boundary number 42 - number of curves on boundary, next line(s) are curvenumbers 121 122 90 93 96 97 98 99 108 109 110 111 112 150 151 113 114 115 116 106 75 76 77 78 79 80 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 29 - Boundary number 41 - number of curves on boundary, next line(s) are curvenumbers 123 124 93 96 97 98 99 108 109 110 111 112 150 151 113 114 115 116 106 75 76 77 78 79 80 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 30 - Boundary number 40 - number of curves on boundary, next line(s) are curvenumbers 125 126 96 97 98 99 108 109 110 111 112 150 151 113 114 115 116 106 75 76 77 78 79 80 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 31 - Boundary number 60 - number of curves on boundary, next line(s) are curvenumbers 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 97 98 99 108 109 110 111 112 150 151 113 114 115 116 106 75 76 77 78 79 80 53 54 55 43 44 45 46 47 48 49 50 51 37 38 39 40 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 32 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 32 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 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] 32 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 6 - number of curves on PlLine, next line(s) are curvenumbers 152 153 154 155 156 157 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 158 3 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 159 4 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 160 [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] 31 - Number of layers - 1 - Layer number, next line is material of layer WL_ZaPl_(28_10C_DP129) 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 HV A_AVW_(28_10C_DP129) 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 Klsi aa_(28_10C_DP129) 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 KlZa A_(28_10C_DP129) 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 Klsi aa_(28_10C_DP129) 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 HV A_AVW_(28_10C_DP129) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 6 - Boundarynumber at top of layer 5 - Boundarynumber at bottom of layer 7 - Layer number, next line is material of layer Klsi aa_(28_10C_DP129) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 7 - Boundarynumber at top of layer 6 - Boundarynumber at bottom of layer 8 - Layer number, next line is material of layer HV A_AVW_(28_10C_DP129) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 8 - Boundarynumber at top of layer 7 - Boundarynumber at bottom of layer 9 - Layer number, next line is material of layer ZaCa_(28_10C_DP129) 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 Klhu a_(28_10C_DP129) 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 HV bt_(28_10C_DP129) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 11 - Boundarynumber at top of layer 10 - Boundarynumber at bottom of layer 12 - Layer number, next line is material of layer Klsi bt_(28_10C_DP129) 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 HV bt_(28_10C_DP129) 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 Klsi bt_(28_10C_DP129) 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 HV bt_(28_10C_DP129) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 15 - Boundarynumber at top of layer 14 - Boundarynumber at bottom of layer 16 - Layer number, next line is material of layer Klhu bt_(28_10C_DP129) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 16 - Boundarynumber at top of layer 15 - Boundarynumber at bottom of layer 17 - Layer number, next line is material of layer ZaAn_(28_10C_DP129) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 17 - Boundarynumber at top of layer 16 - Boundarynumber at bottom of layer 18 - Layer number, next line is material of layer HV k_(28_10C_DP129) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 18 - Boundarynumber at top of layer 17 - Boundarynumber at bottom of layer 19 - Layer number, next line is material of layer Klsi k_(28_10C_DP129) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 19 - Boundarynumber at top of layer 18 - Boundarynumber at bottom of layer 20 - Layer number, next line is material of layer HV k_(28_10C_DP129) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 20 - Boundarynumber at top of layer 19 - Boundarynumber at bottom of layer 21 - Layer number, next line is material of layer Klsi k_(28_10C_DP129) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 21 - Boundarynumber at top of layer 20 - Boundarynumber at bottom of layer 22 - Layer number, next line is material of layer HV k_(28_10C_DP129) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 22 - Boundarynumber at top of layer 21 - Boundarynumber at bottom of layer 23 - Layer number, next line is material of layer Klhu k_(28_10C_DP129) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 23 - Boundarynumber at top of layer 22 - Boundarynumber at bottom of layer 24 - Layer number, next line is material of layer ZaAn_(28_10C_DP129) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 24 - Boundarynumber at top of layer 23 - Boundarynumber at bottom of layer 25 - Layer number, next line is material of layer KlAn k_(28_10C_DP129) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 25 - Boundarynumber at top of layer 24 - Boundarynumber at bottom of layer 26 - Layer number, next line is material of layer HV A_AVW_(28_10C_DP129) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 26 - Boundarynumber at top of layer 25 - Boundarynumber at bottom of layer 27 - Layer number, next line is material of layer Klsi w_(28_10C_DP129) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 27 - Boundarynumber at top of layer 26 - Boundarynumber at bottom of layer 28 - Layer number, next line is material of layer HV A_AVW_(28_10C_DP129) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 28 - Boundarynumber at top of layer 27 - Boundarynumber at bottom of layer 29 - Layer number, next line is material of layer Klsi w_(28_10C_DP129) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 29 - Boundarynumber at top of layer 28 - Boundarynumber at bottom of layer 30 - Layer number, next line is material of layer HV A_AVW_(28_10C_DP129) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 30 - Boundarynumber at top of layer 29 - Boundarynumber at bottom of layer 31 - Layer number, next line is material of layer Klhu w_(28_10C_DP129) 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 31 - Boundarynumber at top of layer 30 - 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] 31 Number of layers 31 100 30 100 100 29 100 100 100 28 100 100 100 100 27 100 100 100 100 100 26 100 100 100 100 100 100 25 100 100 100 100 100 100 100 24 100 100 100 100 100 100 100 100 23 100 100 100 100 100 100 100 100 100 22 100 100 100 100 100 100 100 100 100 100 21 100 100 100 100 100 100 100 100 100 100 100 20 100 100 100 100 100 100 100 100 100 100 100 100 19 100 100 100 100 100 100 100 100 100 100 100 100 100 18 100 100 100 100 100 100 100 100 100 100 100 100 100 100 17 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 16 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 15 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 14 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 13 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 12 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 11 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 10 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 9 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 8 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 7 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 20 20 20 20 20 20 20 100 20 20 20 20 20 20 20 100 20 20 20 20 20 20 100 20 20 20 20 20 20 20 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 91.580 111.580 21 X-direction 3.757 23.951 22 Y-direction -4.600 -12.457 17 Tangent lines 0.000 0.000 0 no fixed point used [SPENCER SLIP DATA] 0 Number of points [SPENCER SLIP DATA 2] 0 Number of points [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [LINE LOADS] 0 = number of items [UNIFORM LOADS ] 1 = number of items Verkeersbelasting 13.30 = magnitude 91.32 93.82 = xstart and xend 0.00 = distribution angle 2 = temporary load [TREE ON SLOPE] 0.00 = WindForce 0.00 = XCoordinate 0.00 = YCoordinate 10.00 = width of root zone 0.0 = AngleOfDistribution [END OF TREE ON SLOPE] [EARTH QUAKE] 0.000 = horizontal acceleration 0.000 = vertical acceleration 0.000 = free water moment factor [SIGMA-TAU CURVES] 17 = number of items [STRESS CURVE] ZaPl 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=116.70 SoilStressTableTauCharacteristic=148.98 SoilStressTableTauMean=140.04 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk28 HV a 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.70 SoilStressTableTauCharacteristic=1.64 SoilStressTableTauMean=1.00 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=9.60 SoilStressTableTauCharacteristic=12.92 SoilStressTableTauMean=11.70 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=45.30 SoilStressTableTauCharacteristic=57.80 SoilStressTableTauMean=54.60 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk28 Klsi a 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.89 SoilStressTableTauCharacteristic=3.30 SoilStressTableTauMean=1.11 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=14.64 SoilStressTableTauCharacteristic=22.58 SoilStressTableTauMean=17.62 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=65.45 SoilStressTableTauCharacteristic=94.20 SoilStressTableTauMean=78.58 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk28 KlZa tot 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.35 SoilStressTableTauCharacteristic=3.65 SoilStressTableTauMean=1.69 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=19.26 SoilStressTableTauCharacteristic=26.81 SoilStressTableTauMean=23.18 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=81.69 SoilStressTableTauCharacteristic=116.46 SoilStressTableTauMean=98.10 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk28 ZaCa 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=19.25 SoilStressTableTauCharacteristic=122.84 SoilStressTableTauMean=115.50 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk28 Klhu a 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.49 SoilStressTableTauCharacteristic=1.52 SoilStressTableTauMean=0.61 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=10.91 SoilStressTableTauCharacteristic=15.60 SoilStressTableTauMean=13.12 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=52.88 SoilStressTableTauCharacteristic=71.01 SoilStressTableTauMean=63.48 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk28 HV bt 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.06 SoilStressTableTauCharacteristic=5.68 SoilStressTableTauMean=3.09 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=12.13 SoilStressTableTauCharacteristic=18.94 SoilStressTableTauMean=15.67 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=45.30 SoilStressTableTauCharacteristic=68.05 SoilStressTableTauMean=56.50 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk28 Klsi bt 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.91 SoilStressTableTauCharacteristic=4.17 SoilStressTableTauMean=2.39 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=15.24 SoilStressTableTauCharacteristic=22.72 SoilStressTableTauMean=18.38 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=64.70 SoilStressTableTauCharacteristic=95.28 SoilStressTableTauMean=77.74 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk28 Klhu bt 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.83 SoilStressTableTauCharacteristic=5.60 SoilStressTableTauMean=2.28 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=14.94 SoilStressTableTauCharacteristic=21.45 SoilStressTableTauMean=18.02 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=54.20 SoilStressTableTauCharacteristic=80.62 SoilStressTableTauMean=65.13 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk28 ZaAn 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=106.20 SoilStressTableTauCharacteristic=135.55 SoilStressTableTauMean=127.40 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk28 HV k 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.42 SoilStressTableTauCharacteristic=9.83 SoilStressTableTauMean=3.63 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=15.60 SoilStressTableTauCharacteristic=25.76 SoilStressTableTauMean=20.11 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=47.33 SoilStressTableTauCharacteristic=77.93 SoilStressTableTauMean=59.77 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk28 Klsi k 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.54 SoilStressTableTauCharacteristic=5.01 SoilStressTableTauMean=0.68 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=17.13 SoilStressTableTauCharacteristic=27.63 SoilStressTableTauMean=20.59 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=79.66 SoilStressTableTauCharacteristic=109.49 SoilStressTableTauMean=95.62 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk28 Klhu k 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.59 SoilStressTableTauCharacteristic=6.92 SoilStressTableTauMean=3.24 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=14.20 SoilStressTableTauCharacteristic=21.73 SoilStressTableTauMean=17.17 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=56.52 SoilStressTableTauCharacteristic=76.93 SoilStressTableTauMean=67.96 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk28 KlAn tot 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.66 SoilStressTableTauCharacteristic=6.80 SoilStressTableTauMean=3.33 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=17.92 SoilStressTableTauCharacteristic=26.31 SoilStressTableTauMean=21.64 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=70.02 SoilStressTableTauCharacteristic=99.08 SoilStressTableTauMean=84.15 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk28 Klsi w 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.49 SoilStressTableTauCharacteristic=1.58 SoilStressTableTauMean=0.61 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=12.82 SoilStressTableTauCharacteristic=20.91 SoilStressTableTauMean=15.40 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=59.79 SoilStressTableTauCharacteristic=96.33 SoilStressTableTauMean=71.77 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk28 Klhu w 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.49 SoilStressTableTauCharacteristic=1.57 SoilStressTableTauMean=0.62 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=9.82 SoilStressTableTauCharacteristic=16.11 SoilStressTableTauMean=11.80 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=44.83 SoilStressTableTauCharacteristic=73.32 SoilStressTableTauMean=53.82 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Kloph 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=3.00 SoilStressTableTauCharacteristic=4.26 SoilStressTableTauMean=3.75 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=85.80 SoilStressTableTauCharacteristic=110.02 SoilStressTableTauMean=103.16 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MINIMAL REQUIRED CIRCLE DEPTH] 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 CU] 31 [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 31 - Number of layers 3 3 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 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 99 99 = Pl-top and pl-bottom 99 99 = 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 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 1 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] 4.35 = Diketable Height [m] 89.34 = X co-ordinate indicating start of zone [m] 199.99 = Boundary of M.H.W influence at X [m] 3.25 = Boundary of M.H.W influence at Y [m] 1.24 = Required safety in zone 1a 1.24 = Required safety in zone 1b 1.05 = Required safety in zone 2a 1.03 = Required safety in zone 2b 0.01 = Left side minimum road [m] 0.01 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 1 Stability calculation at right side 0.50 = Remolding reduction factor 0.80 = Schematization reduction factor 1 Overtopping condition less or equal 0.1 l/m/s [HORIZONTAL BALANCE] HorizontalBalanceXLeft=0.000 HorizontalBalanceXRight=0.000 HorizontalBalanceYTop=0.00 HorizontalBalanceYBottom=0.00 HorizontalBalanceNYInterval=1 [END OF HORIZONTAL BALANCE] [REQUESTED CIRCLE SLICES] 30 = number of slices [REQUESTED LIFT SLICES] 50 = number of slices [REQUESTED SPENCER SLICES] 50 = number of slices [SOIL RESISTANCE] SoilResistanceDowelAction=1 SoilResistancePullOut=1 [END OF SOIL RESISTANCE] [GENETIC ALGORITHM OPTIONS BISHOP] PopulationCount=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 [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]