Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 27-04-2012 TIME : 17:02:10 FILENAME : T:\RT\L\LEDN\LEDN198-1\inhdocs\PILOT\M-stab sommen\OR-4.09-019C STBI hoogwater met verkeer13.sti CREATED BY : D-Geo Stability version 10.1.1.4 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1001 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1003 [END OF VERSION] [SOIL COLLECTION] 8 = number of items [SOIL] Veen >300 SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.00 SoilGamWet=10.00 SoilRestSlope=0 SoilCohesion=2.10 SoilPhi=11.20 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 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] Veen, kleiig <300 SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.20 SoilGamWet=11.20 SoilRestSlope=0 SoilCohesion=1.90 SoilPhi=13.40 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 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] Klei, humeus 13-14 SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.60 SoilGamWet=13.60 SoilRestSlope=0 SoilCohesion=2.30 SoilPhi=14.80 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 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] Klei, siltig 15-16 SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.30 SoilGamWet=15.30 SoilRestSlope=0 SoilCohesion=2.60 SoilPhi=17.90 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 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] Klei, zandig >17 SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.10 SoilGamWet=17.10 SoilRestSlope=0 SoilCohesion=1.70 SoilPhi=24.40 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 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] Zand SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=18.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=23.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 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] Basisveen SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.00 SoilGamWet=12.00 SoilRestSlope=0 SoilCohesion=1.90 SoilPhi=12.60 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 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_Pleistoceen zand SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=18.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=25.70 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 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] 115 - Number of geometry points - 1 0.000 -2.547 0.000 2 7.090 -2.547 0.000 3 23.620 -3.651 0.000 4 23.770 -3.703 0.000 5 29.400 -4.262 0.000 6 30.010 -4.100 0.000 7 31.010 -4.095 0.000 8 32.830 -4.218 0.000 9 34.920 -4.341 0.000 10 36.580 -4.346 0.000 11 36.930 -4.358 0.000 12 39.420 -4.588 0.000 13 41.550 -4.599 0.000 14 43.890 -4.676 0.000 15 44.580 -4.618 0.000 16 46.070 -4.492 0.000 17 46.730 -4.765 0.000 18 47.280 -4.913 0.000 19 47.590 -5.045 0.000 20 48.110 -5.356 0.000 21 48.630 -5.752 0.000 22 48.810 -5.924 0.000 23 49.160 -6.205 0.000 24 50.160 -6.900 0.000 25 50.170 -6.900 0.000 26 50.990 -6.347 0.000 27 51.330 -5.981 0.000 28 51.460 -5.887 0.000 29 52.400 -5.479 0.000 30 52.980 -5.238 0.000 31 53.660 -4.930 0.000 32 54.580 -4.712 0.000 33 55.570 -4.579 0.000 34 57.640 -4.635 0.000 35 58.300 -4.569 0.000 36 59.670 -4.508 0.000 37 60.480 -4.552 0.000 38 61.480 -4.586 0.000 39 62.310 -4.652 0.000 40 64.480 -4.748 0.000 41 66.320 -4.677 0.000 42 69.090 -4.583 0.000 43 70.650 -4.473 0.000 44 72.190 -4.284 0.000 45 73.700 -4.215 0.000 46 8.850 -2.000 0.000 47 40.000 -5.100 0.000 48 73.700 -5.100 0.000 49 0.000 -4.750 0.000 50 8.850 -4.750 0.000 51 40.000 -5.250 0.000 52 73.700 -5.250 0.000 53 0.000 -7.900 0.000 54 20.000 -7.900 0.000 55 40.000 -6.900 0.000 56 73.700 -6.900 0.000 57 7.919 -2.000 0.000 58 22.768 -3.385 0.000 59 29.995 -4.104 0.000 60 47.682 -5.100 0.000 61 53.285 -5.100 0.000 62 47.933 -5.250 0.000 63 52.951 -5.250 0.000 64 57.324 -4.529 0.000 65 8.090 -1.887 0.000 66 8.400 -1.714 0.000 67 8.580 -1.547 0.000 68 8.660 -1.355 0.000 69 9.150 -1.151 0.000 70 9.770 -0.906 0.000 71 10.000 -0.836 0.000 72 10.970 -0.742 0.000 73 11.600 -0.713 0.000 74 11.720 -0.696 0.000 75 13.100 -0.709 0.000 76 14.580 -0.736 0.000 77 14.720 -0.757 0.000 78 14.950 -0.795 0.000 79 15.160 -0.895 0.000 80 15.450 -1.158 0.000 81 15.820 -1.348 0.000 82 17.250 -1.884 0.000 83 19.330 -2.393 0.000 84 21.590 -3.017 0.000 85 40.000 -8.600 0.000 86 73.700 -8.600 0.000 87 0.000 -9.500 0.000 88 20.000 -9.500 0.000 89 40.000 -9.250 0.000 90 73.700 -9.250 0.000 91 40.000 -9.500 0.000 92 73.700 -9.500 0.000 93 0.000 -9.900 0.000 94 8.850 -9.900 0.000 95 40.000 -9.900 0.000 96 73.700 -9.900 0.000 97 0.000 -10.800 0.000 98 73.700 -10.800 0.000 99 0.000 -20.000 0.000 100 73.700 -20.000 0.000 101 0.000 -1.420 0.000 102 73.700 -5.044 0.000 103 0.000 -5.000 0.000 104 73.700 -5.000 0.000 105 8.651 -1.420 0.000 106 9.302 -1.420 0.000 107 15.017 -1.420 0.000 108 17.173 -2.224 0.000 109 20.874 -3.200 0.000 110 23.732 -4.039 0.000 111 29.409 -4.735 0.000 112 48.000 -5.900 0.000 113 52.000 -5.900 0.000 114 46.085 -5.179 0.000 115 55.131 -5.013 0.000 [END OF POINTS] [CURVES] 110 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 46 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 58 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 47 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 60 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 48 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 62 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 52 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 24 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 57 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 3 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 59 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 6 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 60 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 62 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 20 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 56 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 63 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 30 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 61 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 31 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 64 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 34 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 85 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 91 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 105 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 114 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 112 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 115 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 102 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 65 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 58 [END OF CURVES] [BOUNDARIES] 14 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 76 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 75 2 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 72 73 74 3 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 67 70 71 4 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 67 68 69 5 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 10 65 66 6 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 10 11 12 40 41 7 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 10 11 12 40 42 43 44 45 46 9 8 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 10 11 12 40 42 43 44 45 46 47 48 5 9 - Boundary number 27 - number of curves on boundary, next line(s) are curvenumbers 10 11 12 40 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 10 - Boundary number 32 - number of curves on boundary, next line(s) are curvenumbers 6 7 8 35 36 37 38 39 40 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 11 - Boundary number 40 - number of curves on boundary, next line(s) are curvenumbers 13 14 1 2 15 16 17 18 3 4 34 35 36 37 38 39 40 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 12 - Boundary number 53 - number of curves on boundary, next line(s) are curvenumbers 13 14 1 2 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 13 - Boundary number 72 - number of curves on boundary, next line(s) are curvenumbers 13 14 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 14 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 14 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 14 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 12 - number of curves on PlLine, next line(s) are curvenumbers 78 79 80 81 82 83 84 86 87 85 88 89 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 77 [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] 13 - Number of layers - 1 - Layer number, next line is material of layer WL_Pleistoceen zand 2 - Piezometric level line at top of layer 2 - 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 Basisveen 1 - Piezometric level line at top of layer 2 - 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 Klei, siltig 15-16 1 - Piezometric level line at top of layer 1 - 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 Veen >300 1 - Piezometric level line at top of layer 1 - 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 Klei, siltig 15-16 1 - Piezometric level line at top of layer 1 - 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 Klei, zandig >17 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 6 - Boundarynumber at top of layer 5 - Boundarynumber at bottom of layer 7 - Layer number, next line is material of layer Klei, siltig 15-16 1 - Piezometric level line at top of layer 1 - 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 Veen >300 1 - Piezometric level line at top of layer 1 - 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 Klei, siltig 15-16 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 Klei, siltig 15-16 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 Veen >300 1 - Piezometric level line at top of layer 1 - 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 Veen >300 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 Veen, kleiig <300 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 [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Polder Nieuwkoop / kadevak OR-4.09-0019C STBI, hoogwater met belasting, 13 kN/m2 DP0397G2 - B3,32Kr/B31B0426 - DKM26,68Bt [MODEL] 1 : Bishop 1 : C phi 0 : Probabilistic off 1 : Mean 1 : Geotextiles on 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] 13 Number of layers 13 100 12 100 100 11 100 100 100 10 100 100 100 100 9 100 100 100 100 100 8 100 100 100 100 100 100 7 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 20 20 20 20 20 20 20 20 20 20 20 20 1 capillary water included [degree Free water(Cu)] 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 [CIRCLES] 15.681 22.972 15 X-direction 0.053 4.748 15 Y-direction -3.380 -6.319 15 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 calamiteitenbelasting 13.00 = magnitude 11.00 13.50 = xstart and xend 45.00 = 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] 0 = number of items [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MINIMAL REQUIRED CIRCLE DEPTH] 0.00 [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] 10 [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 13 - Number of layers 2 2 = Pl-top and pl-bottom 1 2 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = 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] 0.00 = Diketable Height [m] 0.00 = X co-ordinate indicating start of zone [m] 0.00 = Boundary of M.H.W influence at X [m] 0.00 = Boundary of M.H.W influence at Y [m] 1.19 = Required safety in zone 1a 1.11 = Required safety in zone 1b 1.00 = Required safety in zone 2a 1.00 = Required safety in zone 2b 0.00 = Left side minimum road [m] 0.00 = 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=30 GenerationCount=30 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=40 GenerationCount=40 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] [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]