Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : DATE : 13-6-2013 TIME : 14:22:10 FILENAME : P:\1208254-dijken-op-veen2\1e ronde\MHW\Referentieanalyse\Invoerbestanden DAM\Geometries PL4\Bernard\25-7 DP30_MHW.sti CREATED BY : D-Geo Stability version 10.1.3.2 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1001 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1003 [END OF VERSION] [SOIL COLLECTION] 17 = number of items [SOIL] WL_ZaPl_(25_7_DP30) 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_(25_7_DP30) SoilColor=9764853 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=Dijk25 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 a_(25_7_DP30) SoilColor=7187949 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.40 SoilGamWet=14.40 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk25 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] ZaCa_(25_7_DP30) SoilColor=6923673 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=Dijk25 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] Klza_(25_7_DP30) SoilColor=6923673 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.80 SoilGamWet=16.80 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk25 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] WL_ZaCa_(25_7_DP30) SoilColor=9946300 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=Dijk25 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=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] Klhu a_(25_7_DP30) SoilColor=9211020 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=Dijk25 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_(25_7_DP30) SoilColor=6270895 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.10 SoilGamWet=10.10 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk25 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_(25_7_DP30) SoilColor=5866717 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.00 SoilGamWet=15.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk25 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_(25_7_DP30) SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.70 SoilGamWet=12.70 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk25 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_(25_7_DP30) SoilColor=7187949 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=Dijk25 ZaAn 0 0 0 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_(25_7_DP30) SoilColor=9544960 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.90 SoilGamWet=10.90 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk25 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_(25_7_DP30) SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.50 SoilGamWet=14.50 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk25 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] Klsi w_(25_7_DP30) SoilColor=9544960 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.20 SoilGamWet=15.20 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk25 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] KlZa w_(25_7_DP30) SoilColor=9276906 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=Dijk25 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] Klhu k_(25_7_DP30) SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.40 SoilGamWet=13.40 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk25 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] 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] 145 - Number of geometry points - 1 0.000 -2.400 0.000 2 6.790 -2.440 0.000 3 10.650 -2.400 0.000 4 14.750 -2.330 0.000 5 18.710 -2.280 0.000 6 22.700 -2.210 0.000 7 26.650 -2.140 0.000 8 30.810 -2.090 0.000 9 34.720 -1.950 0.000 10 36.680 -1.860 0.000 11 38.630 -1.830 0.000 12 40.670 -1.730 0.000 13 43.230 -1.520 0.000 14 44.280 -1.450 0.000 15 45.230 -1.320 0.000 16 46.240 -1.250 0.000 17 47.220 -0.960 0.000 18 49.783 0.110 0.000 19 50.430 0.380 0.000 20 51.660 0.150 0.000 21 53.250 1.015 0.000 22 53.480 1.140 0.000 23 55.180 2.030 0.000 24 56.720 2.830 0.000 25 57.890 2.918 0.000 26 58.440 2.960 0.000 27 59.960 2.660 0.000 28 60.390 2.620 0.000 29 65.000 0.150 0.000 30 65.370 0.130 0.000 31 65.950 0.080 0.000 32 69.340 0.000 0.000 33 70.480 -0.230 0.000 34 73.390 -0.450 0.000 35 74.620 -0.580 0.000 36 75.100 -0.785 0.000 37 76.260 -0.980 0.000 38 77.070 -1.310 0.000 39 77.280 -1.700 0.000 40 77.500 -2.110 0.000 41 79.300 -2.110 0.000 42 79.552 -1.702 0.000 43 80.040 -0.910 0.000 44 81.410 -0.800 0.000 45 85.000 -0.800 0.000 46 149.890 -0.800 0.000 47 150.000 -0.800 0.000 48 0.000 -25.000 0.000 49 150.000 -25.000 0.000 50 0.000 -15.700 0.000 51 22.700 -15.700 0.000 52 50.888 -15.940 0.000 53 58.000 -16.000 0.000 54 65.000 -16.000 0.000 55 71.000 -16.000 0.000 56 75.100 -15.795 0.000 57 85.000 -15.300 0.000 58 149.920 -15.300 0.000 59 150.000 -15.300 0.000 60 75.100 -15.295 0.000 61 85.000 -14.800 0.000 62 149.911 -14.800 0.000 63 150.000 -14.800 0.000 64 75.100 -13.854 0.000 65 85.000 -13.500 0.000 66 149.904 -13.500 0.000 67 150.000 -13.500 0.000 68 75.100 -12.795 0.000 69 85.000 -12.300 0.000 70 149.867 -12.300 0.000 71 150.000 -12.300 0.000 72 75.100 -11.795 0.000 73 85.000 -11.300 0.000 74 149.901 -11.300 0.000 75 150.000 -11.300 0.000 76 75.100 -9.293 0.000 77 85.000 -10.000 0.000 78 149.913 -10.000 0.000 79 150.000 -10.000 0.000 80 75.100 -6.000 0.000 81 85.000 -6.000 0.000 82 149.912 -6.000 0.000 83 150.000 -6.000 0.000 84 75.100 -2.619 0.000 85 85.000 -1.700 0.000 86 149.898 -1.700 0.000 87 150.000 -1.700 0.000 88 75.100 -1.700 0.000 89 65.000 -15.500 0.000 90 71.000 -15.500 0.000 91 65.000 -14.000 0.000 92 71.000 -14.000 0.000 93 65.000 -13.000 0.000 94 71.000 -13.000 0.000 95 65.000 -12.000 0.000 96 71.000 -12.000 0.000 97 65.000 -9.692 0.000 98 71.000 -9.000 0.000 99 65.000 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0.000 141 150.000 -25.000 0.000 142 0.000 -1.320 0.000 143 150.000 -1.320 0.000 144 0.000 -0.020 0.000 145 150.000 -0.020 0.000 [END OF POINTS] [CURVES] 156 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 60 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 64 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 68 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 72 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 76 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 80 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 84 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 88 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 36 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 46 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pointnumbers 92 64 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 93 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 68 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 95 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 72 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 97 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 76 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 99 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 80 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 101 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 84 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 29 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 103 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 36 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 106 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 89 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 108 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 91 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 110 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 93 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 112 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 95 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 114 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 97 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 116 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 99 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 118 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 119 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 101 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 106 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 123 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 108 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 110 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 127 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 127 112 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 128 129 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 129 114 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 130 131 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 131 116 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 128 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 129 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 134 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 118 135 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 136 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 137 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 138 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 139 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 140 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 141 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 142 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 143 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 144 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 145 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 146 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 147 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 132 133 148 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 133 134 149 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 134 135 150 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 135 136 151 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 137 152 - 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 140 141 155 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 142 143 156 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 144 145 [END OF CURVES] [BOUNDARIES] 34 - 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 12 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 7 11 15 19 20 21 22 5 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 7 11 15 19 23 24 25 26 6 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 7 11 15 19 23 27 28 29 30 7 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 7 11 15 19 23 27 31 32 33 34 8 - Boundary number 16 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 7 11 15 19 23 27 31 35 36 37 38 9 - Boundary number 26 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 7 11 15 19 23 27 31 35 39 40 41 42 43 44 45 46 47 48 49 50 51 10 - Boundary number 26 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 52 53 54 15 19 23 27 31 35 39 40 41 42 43 44 45 46 47 48 49 50 51 11 - Boundary number 26 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 52 55 56 57 19 23 27 31 35 39 40 41 42 43 44 45 46 47 48 49 50 51 12 - Boundary number 26 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 52 55 58 59 60 23 27 31 35 39 40 41 42 43 44 45 46 47 48 49 50 51 13 - Boundary number 26 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 52 55 58 61 62 63 27 31 35 39 40 41 42 43 44 45 46 47 48 49 50 51 14 - Boundary number 26 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 52 55 58 61 64 65 66 31 35 39 40 41 42 43 44 45 46 47 48 49 50 51 15 - Boundary number 26 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 52 55 58 61 64 67 68 69 35 39 40 41 42 43 44 45 46 47 48 49 50 51 16 - Boundary number 26 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 52 55 58 61 64 67 70 71 72 39 40 41 42 43 44 45 46 47 48 49 50 51 17 - Boundary number 27 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 52 55 58 61 64 67 70 73 74 75 76 77 41 42 43 44 45 46 47 48 49 50 51 18 - Boundary number 30 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 52 55 58 61 64 67 70 73 78 79 80 81 82 83 84 41 42 43 44 45 46 47 48 49 50 51 19 - Boundary number 30 - number of curves on boundary, next line(s) are curvenumbers 2 3 85 86 87 55 58 61 64 67 70 73 78 79 80 81 82 83 84 41 42 43 44 45 46 47 48 49 50 51 20 - Boundary number 30 - number of curves on boundary, next line(s) are curvenumbers 2 3 85 88 89 90 58 61 64 67 70 73 78 79 80 81 82 83 84 41 42 43 44 45 46 47 48 49 50 51 21 - Boundary number 30 - number of curves on boundary, next line(s) are curvenumbers 2 3 85 88 91 92 93 61 64 67 70 73 78 79 80 81 82 83 84 41 42 43 44 45 46 47 48 49 50 51 22 - Boundary number 30 - number of curves on boundary, next line(s) are curvenumbers 2 3 85 88 91 94 95 96 64 67 70 73 78 79 80 81 82 83 84 41 42 43 44 45 46 47 48 49 50 51 23 - Boundary number 30 - number of curves on boundary, next line(s) are curvenumbers 2 3 85 88 91 94 97 98 99 67 70 73 78 79 80 81 82 83 84 41 42 43 44 45 46 47 48 49 50 51 24 - Boundary number 30 - number of curves on boundary, next line(s) are curvenumbers 2 3 85 88 91 94 97 100 101 102 70 73 78 79 80 81 82 83 84 41 42 43 44 45 46 47 48 49 50 51 25 - Boundary number 30 - number of curves on boundary, next line(s) are curvenumbers 2 3 85 88 91 94 97 100 103 104 105 73 78 79 80 81 82 83 84 41 42 43 44 45 46 47 48 49 50 51 26 - Boundary number 29 - number of curves on boundary, next line(s) are curvenumbers 106 107 88 91 94 97 100 103 104 105 73 78 79 80 81 82 83 84 41 42 43 44 45 46 47 48 49 50 51 27 - Boundary number 28 - number of curves on boundary, next line(s) are curvenumbers 108 109 91 94 97 100 103 104 105 73 78 79 80 81 82 83 84 41 42 43 44 45 46 47 48 49 50 51 28 - Boundary number 27 - number of curves on boundary, next line(s) are curvenumbers 110 111 94 97 100 103 104 105 73 78 79 80 81 82 83 84 41 42 43 44 45 46 47 48 49 50 51 29 - Boundary number 26 - number of curves on boundary, next line(s) are curvenumbers 112 113 97 100 103 104 105 73 78 79 80 81 82 83 84 41 42 43 44 45 46 47 48 49 50 51 30 - Boundary number 25 - number of curves on boundary, next line(s) are curvenumbers 114 115 100 103 104 105 73 78 79 80 81 82 83 84 41 42 43 44 45 46 47 48 49 50 51 31 - Boundary number 24 - number of curves on boundary, next line(s) are curvenumbers 116 117 103 104 105 73 78 79 80 81 82 83 84 41 42 43 44 45 46 47 48 49 50 51 32 - Boundary number 38 - number of curves on boundary, next line(s) are curvenumbers 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 104 105 73 78 79 80 81 82 83 84 41 42 43 44 45 46 47 48 49 50 51 33 - Boundary number 46 - number of curves on boundary, next line(s) are curvenumbers 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 135 136 137 138 139 140 141 145 146 142 143 144 78 79 80 81 82 83 84 41 42 43 44 45 46 47 48 49 50 51 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 34 - 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 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 34 - 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 0.00000000000000E+0000 0.00000000000000E+0000 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 34 - 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 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 4 - Number of piezometric level lines - 1 - PlLine number 7 - number of curves on PlLine, next line(s) are curvenumbers 147 148 149 150 151 152 153 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 154 3 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 155 4 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 156 [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] 33 - Number of layers - 1 - Layer number, next line is material of layer WL_ZaPl_(25_7_DP30) 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_(25_7_DP30) 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 a_(25_7_DP30) 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 ZaCa_(25_7_DP30) 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 Klza_(25_7_DP30) 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 WL_ZaCa_(25_7_DP30) 4 - Piezometric level line at top of layer 4 - 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 Klza_(25_7_DP30) 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_(25_7_DP30) 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 Klhu a_(25_7_DP30) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 9 - Boundarynumber at top of layer 8 - Boundarynumber at bottom of layer 10 - Layer number, next line is material of layer HV bt_(25_7_DP30) 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 Klsi bt_(25_7_DP30) 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 ZaCa_(25_7_DP30) 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 Klza_(25_7_DP30) 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 WL_ZaCa_(25_7_DP30) 4 - Piezometric level line at top of layer 4 - 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 Klza_(25_7_DP30) 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 bt_(25_7_DP30) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 16 - Boundarynumber at top of layer 15 - Boundarynumber at bottom of layer 17 - Layer number, next line is material of layer Klhu bt_(25_7_DP30) 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 ZaAn_(25_7_DP30) 1 - Piezometric level line at top of layer 1 - 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 k_(25_7_DP30) 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 Klsi k_(25_7_DP30) 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 ZaCa_(25_7_DP30) 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 Klza_(25_7_DP30) 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 WL_ZaCa_(25_7_DP30) 4 - Piezometric level line at top of layer 4 - 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 Klza_(25_7_DP30) 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 HV k_(25_7_DP30) 99 - Piezometric level line at top of layer 99 - 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_(25_7_DP30) 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_(25_7_DP30) 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 ZaCa_(25_7_DP30) 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 KlZa w_(25_7_DP30) 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 WL_ZaCa_(25_7_DP30) 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 KlZa w_(25_7_DP30) 4 - Piezometric level line at top of layer 4 - Piezometric level line at bottom of layer 31 - Boundarynumber at top of layer 30 - Boundarynumber at bottom of layer 32 - Layer number, next line is material of layer HV A_AVW_(25_7_DP30) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 32 - Boundarynumber at top of layer 31 - Boundarynumber at bottom of layer 33 - Layer number, next line is material of layer Klhu k_(25_7_DP30) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 33 - Boundarynumber at top of layer 32 - 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] 33 Number of layers 33 100 32 100 100 31 100 100 100 30 100 100 100 100 29 100 100 100 100 100 28 100 100 100 100 100 100 27 100 100 100 100 100 100 100 26 100 100 100 100 100 100 100 100 25 100 100 100 100 100 100 100 100 100 24 100 100 100 100 100 100 100 100 100 100 23 100 100 100 100 100 100 100 100 100 100 100 22 100 100 100 100 100 100 100 100 100 100 100 100 21 100 100 100 100 100 100 100 100 100 100 100 100 100 20 100 100 100 100 100 100 100 100 100 100 100 100 100 100 19 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 18 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 17 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 16 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 15 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 14 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 13 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 12 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 11 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 10 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 9 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 8 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 7 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 20 20 100 20 100 20 20 20 20 20 100 20 100 20 20 20 100 20 20 100 20 100 20 20 20 20 100 20 100 20 20 20 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 58.555 78.555 21 X-direction 3.437 17.202 15 Y-direction -2.110 -7.157 11 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 57.89 60.39 = 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] 15 = 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] Dijk25 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] Dijk25 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] Dijk25 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] Dijk25 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] Dijk25 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] Dijk25 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] Dijk25 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] Dijk25 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] Dijk25 ZaAn 0 0 0 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] Dijk25 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] Dijk25 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] Dijk25 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] Dijk25 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] 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] 33 [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 33 - 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 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 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 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 1 1 = 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] 2.03 = Diketable Height [m] 56.72 = X co-ordinate indicating start of zone [m] 149.99 = Boundary of M.H.W influence at X [m] 2.95 = 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]