Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : Royal haskoningDHV LICENSE : Unknown DATE : 7/19/2013 TIME : 10:39:01 AM FILENAME : C:\Users\905319\Desktop\DP6250F nat, met verkeersbelasting_GS_BIV.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=10.20 SoilGamWet=10.20 SoilRestSlope=0 SoilCohesion=1.20 SoilPhi=14.40 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] Veen, kleiig <300 SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.40 SoilGamWet=11.40 SoilRestSlope=0 SoilCohesion=1.40 SoilPhi=15.20 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] Klei, humeus 13-14 SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.50 SoilGamWet=13.50 SoilRestSlope=0 SoilCohesion=3.10 SoilPhi=19.10 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=15.80 SoilGamWet=15.80 SoilRestSlope=0 SoilCohesion=3.80 SoilPhi=24.80 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, zandig >17 SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.60 SoilGamWet=17.60 SoilRestSlope=0 SoilCohesion=1.50 SoilPhi=29.90 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] Zand SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=23.90 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] 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] Pleistoceen zand SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=26.70 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] 184 - Number of geometry points - 1 -24.000 -0.057 0.000 2 -23.635 -0.079 0.000 3 -22.957 -0.600 0.000 4 -22.854 -0.680 0.000 5 -22.459 -0.782 0.000 6 -22.383 -0.922 0.000 7 -21.680 -1.168 0.000 8 -20.972 -1.332 0.000 9 -20.036 -1.743 0.000 10 -19.100 -1.943 0.000 11 -18.481 -1.917 0.000 12 -17.786 -2.030 0.000 13 -17.102 -2.059 0.000 14 -16.170 -2.081 0.000 15 -15.540 -2.095 0.000 16 -14.848 -2.105 0.000 17 -13.926 -2.134 0.000 18 -13.922 -2.134 0.000 19 -13.104 -2.162 0.000 20 -12.560 -2.137 0.000 21 -11.865 -2.121 0.000 22 -10.956 -2.131 0.000 23 -10.311 -2.020 0.000 24 -9.609 -1.975 0.000 25 -8.910 -1.907 0.000 26 -7.913 -2.009 0.000 27 -7.513 -1.829 0.000 28 -6.813 -1.774 0.000 29 -6.249 -1.625 0.000 30 -5.555 -1.435 0.000 31 -5.016 -0.819 0.000 32 -4.851 -0.677 0.000 33 -4.641 -0.605 0.000 34 -4.077 -0.429 0.000 35 -3.512 -0.365 0.000 36 -2.948 -0.402 0.000 37 -2.384 -0.407 0.000 38 -1.820 -0.345 0.000 39 -1.255 -0.322 0.000 40 -0.691 -0.368 0.000 41 -0.127 -0.398 0.000 42 0.437 -0.402 0.000 43 1.002 -0.419 0.000 44 1.566 -0.399 0.000 45 2.130 -0.396 0.000 46 2.694 -0.397 0.000 47 3.259 -0.420 0.000 48 3.823 -0.399 0.000 49 4.387 -0.392 0.000 50 4.951 -0.418 0.000 51 5.516 -0.429 0.000 52 6.080 -0.430 0.000 53 6.644 -0.442 0.000 54 7.208 -0.447 0.000 55 7.773 -0.449 0.000 56 8.337 -0.476 0.000 57 8.901 -0.489 0.000 58 9.465 -0.503 0.000 59 10.030 -0.486 0.000 60 10.594 -0.481 0.000 61 11.158 -0.507 0.000 62 11.722 -0.476 0.000 63 12.287 -0.502 0.000 64 12.851 -0.495 0.000 65 13.415 -0.479 0.000 66 13.979 -0.479 0.000 67 14.544 -0.439 0.000 68 15.108 -0.402 0.000 69 15.672 -0.394 0.000 70 16.236 -0.354 0.000 71 16.801 -0.394 0.000 72 17.365 -0.378 0.000 73 17.929 -0.369 0.000 74 18.493 -0.367 0.000 75 19.058 -0.394 0.000 76 19.622 -0.428 0.000 77 20.186 -0.387 0.000 78 20.731 -0.404 0.000 79 21.315 -0.393 0.000 80 21.879 -0.387 0.000 81 22.443 -0.359 0.000 82 23.007 -0.293 0.000 83 23.572 -0.173 0.000 84 24.136 -0.141 0.000 85 24.700 -0.080 0.000 86 25.264 -0.014 0.000 87 25.829 0.006 0.000 88 26.393 -0.017 0.000 89 26.957 -0.047 0.000 90 27.521 -0.082 0.000 91 28.086 -0.118 0.000 92 28.650 -0.150 0.000 93 29.214 -0.065 0.000 94 29.778 -0.066 0.000 95 30.343 -0.187 0.000 96 30.907 -0.246 0.000 97 31.471 -0.258 0.000 98 32.036 -0.267 0.000 99 32.600 -0.308 0.000 100 33.164 -0.328 0.000 101 33.747 -0.374 0.000 102 34.350 -0.382 0.000 103 34.857 -0.449 0.000 104 35.421 -0.401 0.000 105 50.000 -0.399 0.000 106 -24.000 -1.160 0.000 107 -21.703 -1.160 0.000 108 -5.314 -1.160 0.000 109 -3.992 -0.425 0.000 110 3.887 -0.435 0.000 111 6.158 -0.406 0.000 112 36.000 -2.080 0.000 113 0.000 -1.160 0.000 114 1.000 -1.160 0.000 115 25.000 -2.920 0.000 116 26.000 -2.920 0.000 117 50.000 -2.920 0.000 118 -24.000 -2.910 0.000 119 0.000 -2.910 0.000 120 1.000 -2.910 0.000 121 25.000 -4.920 0.000 122 26.000 -4.920 0.000 123 50.000 -4.920 0.000 124 -24.000 -3.760 0.000 125 0.000 -3.760 0.000 126 1.000 -3.760 0.000 127 25.000 -5.770 0.000 128 26.000 -5.770 0.000 129 50.000 -5.770 0.000 130 -24.000 -6.110 0.000 131 0.000 -6.110 0.000 132 1.000 -6.110 0.000 133 25.000 -6.270 0.000 134 26.000 -6.270 0.000 135 50.000 -6.270 0.000 136 -24.000 -8.800 0.000 137 0.000 -8.800 0.000 138 1.000 -8.800 0.000 139 25.000 -8.800 0.000 140 26.000 -8.800 0.000 141 50.000 -8.800 0.000 142 -24.000 -9.700 0.000 143 0.000 -9.700 0.000 144 1.000 -9.700 0.000 145 25.000 -9.700 0.000 146 26.000 -9.700 0.000 147 50.000 -9.700 0.000 148 -24.000 -10.400 0.000 149 0.000 -10.400 0.000 150 1.000 -10.400 0.000 151 25.000 -10.400 0.000 152 26.000 -10.400 0.000 153 50.000 -10.400 0.000 154 -24.000 -11.600 0.000 155 0.000 -11.600 0.000 156 1.000 -11.600 0.000 157 25.000 -11.600 0.000 158 26.000 -11.600 0.000 159 50.000 -11.600 0.000 160 -24.000 -12.400 0.000 161 0.000 -12.400 0.000 162 1.000 -12.400 0.000 163 25.000 -12.400 0.000 164 26.000 -12.400 0.000 165 50.000 -12.400 0.000 166 -24.000 -16.000 0.000 167 0.000 -16.000 0.000 168 1.000 -16.000 0.000 169 25.000 -16.000 0.000 170 26.000 -16.000 0.000 171 50.000 -16.000 0.000 172 -24.000 -0.240 0.000 173 50.000 -0.240 0.000 174 -24.000 -2.500 0.000 175 50.000 -2.500 0.000 176 -19.982 -0.240 0.000 177 -16.149 -0.240 0.000 178 -11.455 -0.240 0.000 179 -6.018 -0.240 0.000 180 1.136 -0.240 0.000 181 -2.986 -0.240 0.000 182 -3.731 -0.240 0.000 183 -0.868 -0.240 0.000 184 20.709 -0.240 0.000 [END OF POINTS] [CURVES] 167 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 107 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 7 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 19 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 108 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 31 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 109 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 35 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 110 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 49 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 111 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 53 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 105 - 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 108 113 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 119 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 120 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 122 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 123 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 126 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 127 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 127 128 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 128 129 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 130 131 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 131 132 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 132 133 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 133 134 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 134 135 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 137 128 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 137 138 129 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 138 139 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 139 140 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 140 141 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 142 143 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 143 144 134 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 144 145 135 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 145 146 136 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 146 147 137 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 148 149 138 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 149 150 139 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 150 151 140 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 151 152 141 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 152 153 142 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 154 155 143 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 155 156 144 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 156 157 145 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 157 158 146 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 158 159 147 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 160 161 148 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 161 162 149 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 162 163 150 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 163 164 151 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 164 165 152 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 166 167 153 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 167 168 154 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 168 169 155 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 169 170 156 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 170 171 157 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 174 175 158 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 172 176 159 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 176 177 160 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 177 178 161 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 178 179 162 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 179 182 163 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 182 181 164 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 181 183 165 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 183 180 166 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 180 184 167 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 184 173 [END OF CURVES] [BOUNDARIES] 12 - Number of boundaries - 0 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 152 153 154 155 156 1 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 147 148 149 150 151 2 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 142 143 144 145 146 3 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 137 138 139 140 141 4 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 132 133 134 135 136 5 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 127 128 129 130 131 6 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 122 123 124 125 126 7 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 117 118 119 120 121 8 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 112 113 114 115 116 9 - Boundary number 30 - number of curves on boundary, next line(s) are curvenumbers 1 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 106 107 111 108 109 10 - Boundary number 100 - number of curves on boundary, next line(s) are curvenumbers 1 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 59 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 110 11 - Boundary number 105 - number of curves on boundary, next line(s) are curvenumbers 2 3 32 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 59 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 110 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 12 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 12 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 12 - Number of boundaries - 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 10 - number of curves on PlLine, next line(s) are curvenumbers 158 159 160 161 162 163 164 165 166 167 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 157 [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] 11 - Number of layers - 1 - Layer number, next line is material of layer 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 Klei, humeus 13-14 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, zandig >17 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 Klei, zandig >17 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 [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Grote en Westbroekpolder - kadevak 07-31-02A Toetsing STBI, hoogwater met verkeersbelasting Profiel 6,52F Boring 9,7Kr/Bt, Sondering 9,3Kr [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 [FORBIDDEN LINES] 1 - Forbidden lines 1 -5.00 -0.83 - X1 Y1 -5.00 -10.84 - X2 Y2 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 11 Number of layers 11 100 10 100 100 9 100 100 100 8 100 100 100 100 7 100 100 100 100 100 6 100 100 100 100 100 100 5 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 20 20 20 20 20 20 20 20 20 20 0 capillary water not included [degree Free water(Cu)] 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 [CIRCLES] 4.823 7.823 15 X-direction 7.123 11.136 15 Y-direction -0.500 -4.000 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 Verkeersbelasting 13.00 = magnitude -3.25 -0.75 = 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] 11 [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 11 - Number of layers 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = 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=0 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]