Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : Microsoft LICENSE : DATE : 6/9/2013 TIME : 2:53:26 PM FILENAME : D:\Dijken op Veen 2\1e ronde\Referentieanalyse\Referentieanalyse (zonering).Calc\Stability\Bishop\Loc(23_09_DP91)_Sce(1)_Pro(23-09 DP91_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] 11 = number of items [SOIL] WL_ZaPl_(23_09_DP91) SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=20.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=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] BV_(23_09_DP91) SoilColor=7187949 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.11 SoilGamWet=10.11 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk23 BV 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] ZaKl_(23_09_DP91) SoilColor=5866717 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=20.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk23 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] KlCa va_(23_09_DP91) SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.42 SoilGamWet=13.42 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk23 KlCa 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] KlCa b_(23_09_DP91) SoilColor=6923673 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.11 SoilGamWet=14.11 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk23 KlCa 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] KlCa k_(23_09_DP91) SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.12 SoilGamWet=14.12 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk23 KlCa 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] Za_(23_09_DP91) SoilColor=7648893 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=20.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk23 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] WL_Za_(23_09_DP91) SoilColor=9544960 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=20.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk23 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=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 b_(23_09_DP91) SoilColor=6270895 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.59 SoilGamWet=10.59 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk23 HV kbt 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_(23_09_DP91) SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.87 SoilGamWet=14.87 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk23 KlAn 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] 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] 140 - Number of geometry points - 1 0.000 -2.010 0.000 2 0.420 -2.010 0.000 3 10.440 -1.930 0.000 4 15.450 -1.910 0.000 5 22.310 -1.840 0.000 6 30.300 -1.750 0.000 7 40.510 -1.680 0.000 8 50.410 -1.620 0.000 9 55.360 -1.570 0.000 10 60.440 -1.520 0.000 11 61.857 -1.500 0.000 12 65.400 -1.450 0.000 13 70.430 -1.390 0.000 14 75.410 -1.350 0.000 15 79.350 -1.300 0.000 16 82.400 -1.270 0.000 17 85.390 -1.250 0.000 18 87.430 -1.250 0.000 19 89.390 -1.200 0.000 20 91.340 -1.160 0.000 21 93.310 -1.140 0.000 22 95.310 -1.170 0.000 23 96.310 -1.100 0.000 24 97.360 -1.120 0.000 25 97.800 -1.070 0.000 26 98.310 -1.040 0.000 27 98.860 -0.980 0.000 28 99.350 -0.940 0.000 29 99.830 -0.890 0.000 30 100.110 -0.830 0.000 31 100.210 -0.830 0.000 32 100.300 -0.810 0.000 33 103.490 -0.460 0.000 34 103.880 -0.230 0.000 35 104.260 -0.060 0.000 36 106.870 0.970 0.000 37 108.530 1.210 0.000 38 113.470 2.490 0.000 39 115.950 3.295 0.000 40 116.550 3.490 0.000 41 116.870 3.530 0.000 42 118.450 3.410 0.000 43 119.320 3.200 0.000 44 119.570 3.070 0.000 45 122.120 1.720 0.000 46 125.250 -0.020 0.000 47 126.010 -0.270 0.000 48 126.450 -0.380 0.000 49 127.050 -0.360 0.000 50 130.590 -0.310 0.000 51 131.350 -0.350 0.000 52 132.870 -0.660 0.000 53 134.150 -1.670 0.000 54 136.770 -1.760 0.000 55 136.774 -1.765 0.000 56 137.030 -2.080 0.000 57 137.500 -1.810 0.000 58 138.620 -1.820 0.000 59 140.591 -1.824 0.000 60 148.910 -1.840 0.000 61 162.110 -1.850 0.000 62 164.899 -1.850 0.000 63 165.000 -1.850 0.000 64 200.000 -1.850 0.000 65 0.000 -25.000 0.000 66 200.000 -25.000 0.000 67 0.000 -17.000 0.000 68 164.908 -17.000 0.000 69 165.000 -17.000 0.000 70 200.000 -17.000 0.000 71 0.000 -16.500 0.000 72 164.900 -16.500 0.000 73 165.000 -16.500 0.000 74 200.000 -16.500 0.000 75 0.000 -13.700 0.000 76 103.880 -13.700 0.000 77 125.250 -13.700 0.000 78 134.150 -13.700 0.000 79 164.908 -13.700 0.000 80 165.000 -13.700 0.000 81 200.000 -13.700 0.000 82 134.150 -11.400 0.000 83 164.880 -11.400 0.000 84 165.000 -11.400 0.000 85 200.000 -11.400 0.000 86 125.250 -11.400 0.000 87 103.880 -11.400 0.000 88 0.000 -11.400 0.000 89 0.000 -10.200 0.000 90 103.880 -10.200 0.000 91 125.250 -10.200 0.000 92 134.150 -10.200 0.000 93 164.911 -10.200 0.000 94 165.000 -10.200 0.000 95 200.000 -10.200 0.000 96 134.150 -9.400 0.000 97 164.912 -9.400 0.000 98 165.000 -9.400 0.000 99 200.000 -9.400 0.000 100 125.250 -9.400 0.000 101 103.880 -9.400 0.000 102 0.000 -9.400 0.000 103 0.000 -8.800 0.000 104 103.880 -8.800 0.000 105 125.250 -8.800 0.000 106 134.150 -8.800 0.000 107 164.918 -8.800 0.000 108 165.000 -8.800 0.000 109 200.000 -8.800 0.000 110 134.150 -3.500 0.000 111 164.909 -3.301 0.000 112 165.000 -3.300 0.000 113 200.000 -3.300 0.000 114 125.250 -5.500 0.000 115 125.250 -3.000 0.000 116 134.283 -1.857 0.000 117 103.880 -5.500 0.000 118 0.000 -4.600 0.000 119 98.880 -1.500 0.000 120 103.874 -1.687 0.000 121 108.371 -1.937 0.000 122 114.242 -3.000 0.000 123 120.202 -3.000 0.000 124 127.050 -0.860 0.000 125 130.590 -0.810 0.000 126 0.000 0.950 0.000 127 106.819 0.950 0.000 128 116.550 1.050 0.000 129 118.450 1.050 0.000 130 126.450 -0.580 0.000 131 134.150 -1.860 0.000 132 136.774 -2.270 0.000 133 137.500 -2.270 0.000 134 200.000 -2.270 0.000 135 0.000 -25.000 0.000 136 200.000 -25.000 0.000 137 0.000 -1.300 0.000 138 200.000 -1.300 0.000 139 0.000 -1.300 0.000 140 200.000 -1.300 0.000 [END OF POINTS] [CURVES] 139 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 82 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 86 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 82 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 87 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 86 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 87 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 96 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 100 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 96 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 101 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 100 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 101 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 110 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 114 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 110 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 55 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 117 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 114 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 117 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 119 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 120 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 117 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 122 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 123 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 115 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 124 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 50 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 128 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 129 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 127 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 127 128 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 128 129 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 129 130 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 130 131 134 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 131 132 135 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 132 133 136 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 133 134 137 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 135 136 138 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 137 138 139 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 139 140 [END OF CURVES] [BOUNDARIES] 23 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 1 1 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 2 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 5 6 7 3 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 8 9 10 11 12 13 4 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 8 9 10 14 15 16 17 5 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 8 9 18 19 15 16 17 6 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 8 20 21 19 15 16 17 7 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 22 21 19 15 16 17 8 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 23 24 25 26 27 28 9 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 23 24 25 29 30 31 32 10 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 23 24 33 34 30 31 32 11 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 23 35 36 34 30 31 32 12 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 37 36 34 30 31 32 13 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 38 39 40 41 42 43 14 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 38 39 40 44 45 46 47 15 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 38 39 48 49 45 46 47 16 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 38 39 48 50 51 52 53 54 55 56 57 58 59 60 61 17 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 38 62 63 50 51 52 53 54 55 56 57 58 59 60 61 18 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 64 63 50 51 52 53 54 55 56 57 58 59 60 61 19 - Boundary number 39 - number of curves on boundary, next line(s) are curvenumbers 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 63 50 51 52 53 54 55 56 57 58 59 60 61 20 - Boundary number 40 - number of curves on boundary, next line(s) are curvenumbers 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 91 92 93 94 51 52 53 54 55 56 57 58 59 60 61 21 - Boundary number 65 - number of curves on boundary, next line(s) are curvenumbers 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 95 96 97 98 99 100 101 102 103 104 105 106 107 108 127 128 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 53 54 55 56 57 58 59 60 61 22 - Boundary number 63 - number of curves on boundary, next line(s) are curvenumbers 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 95 96 97 98 99 100 101 102 103 104 105 106 107 108 127 128 109 110 111 112 113 114 115 116 117 126 121 122 123 124 125 53 54 55 56 57 58 59 60 61 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 23 - 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 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 23 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 23 - 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 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 4 - Number of piezometric level lines - 1 - PlLine number 8 - number of curves on PlLine, next line(s) are curvenumbers 129 130 131 132 133 134 135 136 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 137 3 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 138 4 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 139 [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] 22 - Number of layers - 1 - Layer number, next line is material of layer WL_ZaPl_(23_09_DP91) 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 BV_(23_09_DP91) 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 ZaKl_(23_09_DP91) 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 KlCa va_(23_09_DP91) 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 KlCa b_(23_09_DP91) 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 KlCa k_(23_09_DP91) 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 KlCa va_(23_09_DP91) 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 Za_(23_09_DP91) 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 KlCa va_(23_09_DP91) 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 KlCa b_(23_09_DP91) 99 - Piezometric level line at top of layer 99 - 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 KlCa k_(23_09_DP91) 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 KlCa va_(23_09_DP91) 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 WL_Za_(23_09_DP91) 4 - Piezometric level line at top of layer 4 - 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 KlCa va_(23_09_DP91) 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 KlCa b_(23_09_DP91) 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 HV b_(23_09_DP91) 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 KlCa k_(23_09_DP91) 99 - Piezometric level line at top of layer 99 - 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 b_(23_09_DP91) 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 HV b_(23_09_DP91) 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 b_(23_09_DP91) 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 KlAn k_(23_09_DP91) 1 - Piezometric level line at top of layer 1 - 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 Za_(23_09_DP91) 1 - 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 [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] 22 Number of layers 22 100 21 100 100 20 100 100 100 19 100 100 100 100 18 100 100 100 100 100 17 100 100 100 100 100 100 16 100 100 100 100 100 100 100 15 100 100 100 100 100 100 100 100 14 100 100 100 100 100 100 100 100 100 13 100 100 100 100 100 100 100 100 100 100 12 100 100 100 100 100 100 100 100 100 100 100 11 100 100 100 100 100 100 100 100 100 100 100 100 10 100 100 100 100 100 100 100 100 100 100 100 100 100 9 100 100 100 100 100 100 100 100 100 100 100 100 100 100 8 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 7 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 20 100 20 20 20 20 100 20 20 20 20 100 20 20 20 20 20 20 20 20 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [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 [CIRCLES] 117.500 137.500 21 X-direction 3.982 17.006 14 Y-direction -2.080 -7.642 13 Tangent lines 0.000 0.000 0 no fixed point used [SPENCER SLIP DATA] 0 Number of points [SPENCER SLIP DATA 2] 0 Number of points [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [LINE LOADS] 0 = number of items [UNIFORM LOADS ] 1 = number of items Verkeersbelasting 13.30 = magnitude 115.95 118.45 = 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] 9 = 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] Dijk23 BV 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.70 SoilStressTableTauCharacteristic=1.39 SoilStressTableTauMean=1.00 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=14.00 SoilStressTableTauCharacteristic=22.97 SoilStressTableTauMean=17.47 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=45.30 SoilStressTableTauCharacteristic=89.49 SoilStressTableTauMean=54.60 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk23 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] Dijk23 KlCa a 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.40 SoilStressTableTauCharacteristic=2.07 SoilStressTableTauMean=0.45 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=15.00 SoilStressTableTauCharacteristic=23.11 SoilStressTableTauMean=17.98 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=64.10 SoilStressTableTauCharacteristic=101.62 SoilStressTableTauMean=76.91 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk23 KlCa bt 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.30 SoilStressTableTauCharacteristic=4.83 SoilStressTableTauMean=2.85 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=17.80 SoilStressTableTauCharacteristic=24.83 SoilStressTableTauMean=21.51 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=74.80 SoilStressTableTauCharacteristic=102.35 SoilStressTableTauMean=89.83 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk23 KlCa k 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.40 SoilStressTableTauCharacteristic=6.02 SoilStressTableTauMean=2.98 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=16.30 SoilStressTableTauCharacteristic=23.94 SoilStressTableTauMean=19.64 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=64.50 SoilStressTableTauCharacteristic=93.58 SoilStressTableTauMean=77.50 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk23 HV kbt 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.70 SoilStressTableTauCharacteristic=1.39 SoilStressTableTauMean=1.00 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=14.00 SoilStressTableTauCharacteristic=22.97 SoilStressTableTauMean=17.47 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=45.30 SoilStressTableTauCharacteristic=89.49 SoilStressTableTauMean=54.60 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk23 KlAn k 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=3.60 SoilStressTableTauCharacteristic=7.43 SoilStressTableTauMean=4.45 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=21.20 SoilStressTableTauCharacteristic=29.80 SoilStressTableTauMean=25.90 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=79.30 SoilStressTableTauCharacteristic=114.50 SoilStressTableTauMean=95.29 [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] 22 [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 22 - 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 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 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 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] 3.83 = Diketable Height [m] 116.55 = X co-ordinate indicating start of zone [m] 199.99 = Boundary of M.H.W influence at X [m] 3.52 = Boundary of M.H.W influence at Y [m] 1.30 = Required safety in zone 1a 1.30 = 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]