Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : Microsoft LICENSE : DATE : 6/13/2013 TIME : 2:42:21 PM FILENAME : P:\1208254-dijken-op-veen2\1e ronde\MHW\Referentieanalyse\Invoerbestanden DAM\Geometries PL4\Loc(20B_04B_DP64)_Sce(1)_Pro(Loc(20B_04B_DP64)_Sce(1)_Pro(20B-04B DP64_MHW_sti)_Ite(0)_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] 14 = number of items [SOIL] WL_ZaPl_(20B_04B_DP64) SoilColor=12171263 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] BV_(20B_04B_DP64) SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.40 SoilGamWet=10.40 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk20 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] KlCa k_(20B_04B_DP64) SoilColor=5866717 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.50 SoilGamWet=14.50 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk20 KlCa 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] WL_ZaCa_(20B_04B_DP64) SoilColor=9276906 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=Dijk20 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] KlCa a_(20B_04B_DP64) SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.70 SoilGamWet=14.70 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk20 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_(20B_04B_DP64) SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.90 SoilGamWet=14.90 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk20 KlCa 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] KlCa w_(20B_04B_DP64) SoilColor=6270895 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.10 SoilGamWet=14.10 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk20 KlCa 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] HV kbt_(20B_04B_DP64) SoilColor=7187949 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.40 SoilGamWet=10.40 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk20 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] HVAn kbt_(20B_04B_DP64) SoilColor=7648893 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.10 SoilGamWet=11.10 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk20 HVAn 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] HV w_(20B_04B_DP64) SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.00 SoilGamWet=10.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk20 HV 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] KlAn k_(20B_04B_DP64) SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.60 SoilGamWet=15.60 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Dijk20 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] ZaAn_(20B_04B_DP64) SoilColor=5953498 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=Dijk20 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] Za los_(20B_04B_DP64) SoilColor=7648893 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=19.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Za los 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=7648893 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.50 SoilGamWet=16.50 SoilRestSlope=0 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] 119 - Number of geometry points - 1 0.000 -2.292 0.000 2 2.200 -2.270 0.000 3 12.150 -2.250 0.000 4 17.280 -2.210 0.000 5 22.240 -2.200 0.000 6 32.230 -2.170 0.000 7 42.150 -2.130 0.000 8 52.240 -2.160 0.000 9 57.180 -2.150 0.000 10 62.250 -2.110 0.000 11 67.190 -2.080 0.000 12 72.210 -2.010 0.000 13 77.150 -1.940 0.000 14 81.280 -1.860 0.000 15 84.190 -1.830 0.000 16 87.180 -1.780 0.000 17 89.180 -1.730 0.000 18 91.160 -1.680 0.000 19 93.130 -1.610 0.000 20 95.150 -1.520 0.000 21 95.597 -1.500 0.000 22 97.160 -1.430 0.000 23 98.180 -1.380 0.000 24 99.160 -1.330 0.000 25 99.660 -1.300 0.000 26 100.160 -1.260 0.000 27 100.503 -1.258 0.000 28 101.170 -1.200 0.000 29 101.608 -1.177 0.000 30 101.940 -1.130 0.000 31 101.988 -1.122 0.000 32 104.230 -0.520 0.000 33 105.580 -0.140 0.000 34 109.900 1.370 0.000 35 110.667 1.500 0.000 36 112.970 1.890 0.000 37 113.284 2.000 0.000 38 117.390 3.440 0.000 39 118.310 3.488 0.000 40 118.930 3.520 0.000 41 119.960 3.410 0.000 42 120.810 3.340 0.000 43 124.381 2.000 0.000 44 125.713 1.500 0.000 45 129.150 0.210 0.000 46 130.470 0.100 0.000 47 132.710 0.000 0.000 48 135.010 -0.190 0.000 49 135.980 -0.250 0.000 50 137.650 -0.550 0.000 51 148.280 -3.220 0.000 52 154.520 -3.440 0.000 53 156.190 -3.740 0.000 54 157.430 -4.080 0.000 55 157.590 -5.160 0.000 56 162.430 -5.160 0.000 57 189.871 -5.160 0.000 58 190.000 -5.160 0.000 59 250.000 -5.160 0.000 60 0.000 -25.000 0.000 61 250.000 -25.000 0.000 62 0.000 -20.000 0.000 63 99.888 -16.000 0.000 64 129.150 -16.000 0.000 65 142.340 -17.500 0.000 66 148.280 -18.000 0.000 67 189.763 -18.000 0.000 68 190.000 -18.000 0.000 69 250.000 -18.000 0.000 70 189.833 -17.500 0.000 71 190.000 -17.500 0.000 72 250.000 -17.500 0.000 73 0.000 -16.500 0.000 74 99.850 -15.000 0.000 75 129.150 -15.000 0.000 76 189.828 -16.994 0.000 77 190.000 -17.000 0.000 78 250.000 -17.000 0.000 79 0.000 -10.000 0.000 80 90.728 -10.000 0.000 81 99.812 -10.000 0.000 82 129.150 -10.000 0.000 83 144.000 -10.000 0.000 84 148.280 -10.000 0.000 85 189.852 -10.000 0.000 86 190.000 -10.000 0.000 87 250.000 -10.000 0.000 88 144.000 -5.000 0.000 89 129.150 -5.000 0.000 90 0.000 -3.500 0.000 91 99.786 -3.415 0.000 92 99.792 -5.000 0.000 93 101.682 -2.522 0.000 94 103.192 -1.749 0.000 95 116.756 2.500 0.000 96 121.492 2.500 0.000 97 125.649 -0.197 0.000 98 0.000 -3.100 0.000 99 99.086 -2.537 0.000 100 99.786 -2.533 0.000 101 130.470 -0.400 0.000 102 135.010 -0.690 0.000 103 0.000 0.970 0.000 104 108.756 0.970 0.000 105 117.390 0.550 0.000 106 120.810 0.550 0.000 107 129.150 0.010 0.000 108 148.280 -4.080 0.000 109 250.000 -4.080 0.000 110 0.000 -25.000 0.000 111 101.988 -25.000 0.000 112 157.590 -25.000 0.000 113 250.000 -25.000 0.000 114 0.000 -1.400 0.000 115 250.000 -1.400 0.000 116 0.000 -1.400 0.000 117 101.988 -1.400 0.000 118 157.590 -1.667 0.000 119 250.000 -1.667 0.000 [END OF POINTS] [CURVES] 117 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 70 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 88 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 51 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 89 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 88 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 81 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 89 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 93 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 89 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 89 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 93 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 31 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 101 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 48 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 118 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 119 [END OF CURVES] [BOUNDARIES] 15 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 1 1 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 7 8 2 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 9 10 11 3 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 12 13 14 15 16 4 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 17 18 19 20 21 22 23 24 5 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 17 18 19 20 25 26 27 28 29 30 31 32 33 34 6 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 17 18 19 35 36 26 27 28 29 30 31 32 33 34 7 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 37 38 39 19 35 36 26 27 28 29 30 31 32 33 34 8 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 37 40 36 26 27 28 29 30 31 32 33 34 9 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 37 41 42 36 26 27 28 29 30 31 32 33 34 10 - Boundary number 17 - number of curves on boundary, next line(s) are curvenumbers 37 41 43 44 45 46 47 36 26 27 28 29 30 31 32 33 34 11 - Boundary number 18 - number of curves on boundary, next line(s) are curvenumbers 48 49 50 43 44 45 46 47 36 26 27 28 29 30 31 32 33 34 12 - Boundary number 32 - number of curves on boundary, next line(s) are curvenumbers 48 49 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 27 28 29 30 31 32 33 34 13 - Boundary number 31 - number of curves on boundary, next line(s) are curvenumbers 48 49 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 73 74 70 71 72 27 28 29 30 31 32 33 34 14 - Boundary number 58 - number of curves on boundary, next line(s) are curvenumbers 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 73 74 70 71 72 27 28 29 30 31 32 33 34 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 15 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 15 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 15 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 4 - Number of piezometric level lines - 1 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 105 106 107 108 109 110 2 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 111 112 113 3 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 114 4 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 115 116 117 [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] 14 - Number of layers - 1 - Layer number, next line is material of layer WL_ZaPl_(20B_04B_DP64) 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_(20B_04B_DP64) 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 KlCa k_(20B_04B_DP64) 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 WL_ZaCa_(20B_04B_DP64) 4 - Piezometric level line at top of layer 4 - Piezometric level line at bottom of layer 4 - Boundarynumber at top of layer 3 - Boundarynumber at bottom of layer 5 - Layer number, next line is material of layer KlCa a_(20B_04B_DP64) 1 - 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 b_(20B_04B_DP64) 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 w_(20B_04B_DP64) 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 KlCa k_(20B_04B_DP64) 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 HV kbt_(20B_04B_DP64) 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 HVAn kbt_(20B_04B_DP64) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 10 - Boundarynumber at top of layer 9 - Boundarynumber at bottom of layer 11 - Layer number, next line is material of layer HV w_(20B_04B_DP64) 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 KlAn k_(20B_04B_DP64) 1 - Piezometric level line at top of layer 1 - 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 ZaAn_(20B_04B_DP64) 1 - Piezometric level line at top of layer 1 - 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 Za los_(20B_04B_DP64) 1 - 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 [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 0 : Zone plot off 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 14 Number of layers 14 100 13 100 100 12 100 100 100 11 100 100 100 100 10 100 100 100 100 100 9 100 100 100 100 100 100 8 100 100 100 100 100 100 100 7 100 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 20 20 100 20 20 20 20 20 20 20 20 100 100 0 capillary water not included [degree Free water(Cu)] 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 [CIRCLES] 119.100 139.100 21 X-direction 4.002 21.326 18 Y-direction -5.160 -13.822 19 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 13.00 = magnitude 118.31 120.81 = 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] 13 = 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=140.04 SoilStressTableTauMean=148.98 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk20 BV 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.10 SoilStressTableTauCharacteristic=3.17 SoilStressTableTauMean=6.74 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=12.80 SoilStressTableTauCharacteristic=16.48 SoilStressTableTauMean=22.81 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=50.00 SoilStressTableTauCharacteristic=63.07 SoilStressTableTauMean=84.48 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk20 KlCa kbt 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.40 SoilStressTableTauCharacteristic=3.05 SoilStressTableTauMean=5.42 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=20.20 SoilStressTableTauCharacteristic=24.33 SoilStressTableTauMean=26.92 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=82.20 SoilStressTableTauCharacteristic=98.78 SoilStressTableTauMean=110.30 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk20 ZaCa 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=96.20 SoilStressTableTauCharacteristic=115.50 SoilStressTableTauMean=122.84 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk20 KlCa a 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.40 SoilStressTableTauCharacteristic=1.72 SoilStressTableTauMean=3.16 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=19.50 SoilStressTableTauCharacteristic=23.46 SoilStressTableTauMean=26.45 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=84.10 SoilStressTableTauCharacteristic=100.94 SoilStressTableTauMean=117.04 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk20 KlCa w 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.80 SoilStressTableTauCharacteristic=1.01 SoilStressTableTauMean=2.41 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=11.80 SoilStressTableTauCharacteristic=14.20 SoilStressTableTauMean=21.40 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=52.00 SoilStressTableTauCharacteristic=62.48 SoilStressTableTauMean=94.77 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk20 HV kbt 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.10 SoilStressTableTauCharacteristic=3.17 SoilStressTableTauMean=6.74 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=12.80 SoilStressTableTauCharacteristic=16.48 SoilStressTableTauMean=22.81 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=50.00 SoilStressTableTauCharacteristic=63.07 SoilStressTableTauMean=84.48 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk20 HVAn kbt 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.10 SoilStressTableTauCharacteristic=3.17 SoilStressTableTauMean=6.74 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=12.80 SoilStressTableTauCharacteristic=16.48 SoilStressTableTauMean=22.81 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=50.00 SoilStressTableTauCharacteristic=63.07 SoilStressTableTauMean=84.48 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk20 HV w 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.70 SoilStressTableTauCharacteristic=0.95 SoilStressTableTauMean=1.82 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=9.70 SoilStressTableTauCharacteristic=12.33 SoilStressTableTauMean=15.63 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=45.30 SoilStressTableTauCharacteristic=54.60 SoilStressTableTauMean=69.46 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk20 KlAn k 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=4.90 SoilStressTableTauCharacteristic=6.12 SoilStressTableTauMean=9.80 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=24.00 SoilStressTableTauCharacteristic=29.00 SoilStressTableTauMean=32.56 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=88.20 SoilStressTableTauCharacteristic=106.40 SoilStressTableTauMean=121.10 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Dijk20 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=127.40 SoilStressTableTauMean=135.55 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Za los 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=96.20 SoilStressTableTauCharacteristic=115.47 SoilStressTableTauMean=122.84 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Kloph 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=3.00 SoilStressTableTauCharacteristic=3.75 SoilStressTableTauMean=4.26 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=85.80 SoilStressTableTauCharacteristic=103.16 SoilStressTableTauMean=110.02 [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] 14 [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 14 - Number of layers 3 3 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 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] 0.00 = Diketable Height [m] 0.00 = X co-ordinate indicating start of zone [m] 249.99 = Boundary of M.H.W influence at X [m] 3.51 = Boundary of M.H.W influence at Y [m] 0.00 = Required safety in zone 1a 0.00 = 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]