Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : Royal haskoningDHV LICENSE : Unknown DATE : 7/19/2013 TIME : 10:39:24 AM FILENAME : C:\Users\905319\Desktop\DP15,67F nat, met verkeersbelasting weg kade_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] 177 - Number of geometry points - 1 68.905 -1.631 0.000 2 68.283 -1.645 0.000 3 67.661 -1.631 0.000 4 67.039 -1.634 0.000 5 66.416 -1.630 0.000 6 65.794 -1.634 0.000 7 65.172 -1.652 0.000 8 64.496 -1.660 0.000 9 64.096 -1.656 0.000 10 63.656 -1.652 0.000 11 62.852 -1.652 0.000 12 62.816 -1.652 0.000 13 62.230 -1.651 0.000 14 61.608 -1.646 0.000 15 60.985 -1.626 0.000 16 60.363 -1.631 0.000 17 59.741 -1.640 0.000 18 59.119 -1.631 0.000 19 58.497 -1.645 0.000 20 57.875 -1.661 0.000 21 57.253 -1.631 0.000 22 56.630 -1.653 0.000 23 56.008 -1.622 0.000 24 55.386 -1.617 0.000 25 54.764 -1.617 0.000 26 54.142 -1.618 0.000 27 53.520 -1.603 0.000 28 52.897 -1.574 0.000 29 52.275 -1.553 0.000 30 51.653 -1.550 0.000 31 51.031 -1.542 0.000 32 50.409 -1.522 0.000 33 49.787 -1.552 0.000 34 49.165 -1.508 0.000 35 48.542 -1.530 0.000 36 47.920 -1.493 0.000 37 47.298 -1.415 0.000 38 46.676 -1.421 0.000 39 46.054 -1.373 0.000 40 45.432 -1.337 0.000 41 44.810 -1.352 0.000 42 44.187 -1.296 0.000 43 43.565 -1.263 0.000 44 42.943 -1.265 0.000 45 42.321 -1.229 0.000 46 41.699 -1.239 0.000 47 41.077 -0.895 0.000 48 40.455 -0.706 0.000 49 39.832 -0.474 0.000 50 39.210 -0.345 0.000 51 38.588 -0.283 0.000 52 37.966 -0.219 0.000 53 37.344 -0.211 0.000 54 36.722 -0.186 0.000 55 36.100 -0.193 0.000 56 35.477 -0.194 0.000 57 34.855 -0.187 0.000 58 34.233 -0.212 0.000 59 33.611 -0.200 0.000 60 32.989 -0.253 0.000 61 32.367 -0.311 0.000 62 31.744 -0.383 0.000 63 31.122 -0.422 0.000 64 30.500 -0.621 0.000 65 29.886 -1.065 0.000 66 29.185 -1.260 0.000 67 28.639 -1.572 0.000 68 27.785 -1.881 0.000 69 27.010 -1.980 0.000 70 26.853 -2.000 0.000 71 26.732 -1.980 0.000 72 25.677 -1.805 0.000 73 25.131 -1.728 0.000 74 24.546 -1.572 0.000 75 24.078 -1.611 0.000 76 23.416 -1.221 0.000 77 22.831 -1.143 0.000 78 21.244 -0.403 0.000 79 20.622 -0.063 0.000 80 20.006 0.038 0.000 81 19.378 0.026 0.000 82 18.755 -0.051 0.000 83 18.133 -0.313 0.000 84 17.511 -0.566 0.000 85 16.889 -0.864 0.000 86 16.267 -1.125 0.000 87 15.645 -1.267 0.000 88 15.023 -1.328 0.000 89 14.400 -1.321 0.000 90 13.778 -1.334 0.000 91 13.156 -1.393 0.000 92 12.534 -1.353 0.000 93 11.912 -1.356 0.000 94 11.290 -1.367 0.000 95 10.667 -1.419 0.000 96 10.045 -1.390 0.000 97 9.423 -1.444 0.000 98 8.801 -1.436 0.000 99 8.179 -1.427 0.000 100 7.557 -1.356 0.000 101 6.935 -1.380 0.000 102 6.312 -1.373 0.000 103 5.690 -1.388 0.000 104 5.068 -1.421 0.000 105 4.446 -1.394 0.000 106 3.824 -1.394 0.000 107 3.202 -1.454 0.000 108 2.580 -1.495 0.000 109 1.957 -1.562 0.000 110 1.335 -1.647 0.000 111 0.713 -1.772 0.000 112 0.000 -1.866 0.000 113 100.000 -1.637 0.000 114 41.159 -0.940 0.000 115 100.000 -1.980 0.000 116 20.000 -1.980 0.000 117 19.000 -1.980 0.000 118 13.000 -2.190 0.000 119 12.000 -2.190 0.000 120 0.000 -2.190 0.000 121 100.000 -4.730 0.000 122 20.000 -4.730 0.000 123 19.000 -4.730 0.000 124 13.000 -4.390 0.000 125 12.000 -4.390 0.000 126 0.000 -4.390 0.000 127 100.000 -4.880 0.000 128 20.000 -4.880 0.000 129 19.000 -4.880 0.000 130 13.000 -4.590 0.000 131 12.000 -4.590 0.000 132 0.000 -4.590 0.000 133 100.000 -8.300 0.000 134 20.000 -8.300 0.000 135 19.000 -8.300 0.000 136 13.000 -8.300 0.000 137 12.000 -8.300 0.000 138 0.000 -8.300 0.000 139 100.000 -9.500 0.000 140 20.000 -9.500 0.000 141 19.000 -9.500 0.000 142 13.000 -9.500 0.000 143 12.000 -9.500 0.000 144 0.000 -9.500 0.000 145 100.000 -12.400 0.000 146 20.000 -12.400 0.000 147 19.000 -12.400 0.000 148 13.000 -12.400 0.000 149 12.000 -12.400 0.000 150 0.000 -12.400 0.000 151 100.000 -12.800 0.000 152 20.000 -12.800 0.000 153 19.000 -12.800 0.000 154 13.000 -12.800 0.000 155 12.000 -12.800 0.000 156 0.000 -12.800 0.000 157 100.000 -15.000 0.000 158 20.000 -15.000 0.000 159 19.000 -15.000 0.000 160 13.000 -15.000 0.000 161 12.000 -15.000 0.000 162 0.000 -15.000 0.000 163 100.000 -15.301 0.000 164 0.000 -15.301 0.000 165 100.000 -1.957 0.000 166 22.086 -0.430 0.000 167 21.299 -0.430 0.000 168 18.988 -0.425 0.000 169 17.944 -0.844 0.000 170 14.870 -1.488 0.000 171 13.156 -1.538 0.000 172 0.000 -2.050 0.000 173 100.000 -2.300 0.000 174 0.000 -2.300 0.000 175 37.410 -0.430 0.000 176 41.613 -1.416 0.000 177 51.369 -1.710 0.000 [END OF POINTS] [CURVES] 166 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 65 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 66 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 67 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 68 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 69 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 70 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 71 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 72 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 73 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 74 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 75 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 76 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 77 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 78 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 79 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 80 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 81 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 82 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 83 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 84 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 85 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 86 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 87 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 88 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 89 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 90 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 91 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 92 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 93 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 94 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 95 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 96 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 97 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 98 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 99 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 100 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 101 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 102 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 103 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 104 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 105 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 106 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 107 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 108 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 109 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 110 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 111 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 113 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 1 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 2 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 3 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 4 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 5 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 6 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 7 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 8 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 9 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 10 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 12 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 13 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 14 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 15 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 16 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 17 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 18 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 19 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 20 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 21 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 22 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 23 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 24 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 25 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 26 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 27 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 28 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 29 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 30 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 31 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 32 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 33 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 34 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 35 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 36 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 37 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 38 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 39 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 40 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 41 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 42 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 43 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 44 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 45 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 46 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 114 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 47 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 48 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 49 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 50 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 51 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 52 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 53 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 54 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 55 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 56 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 57 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 58 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 59 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 60 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 61 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 62 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 63 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 64 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 115 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 71 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 116 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 117 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 118 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 119 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 11 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 121 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 122 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 123 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 124 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 125 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 128 127 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 129 128 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 130 129 128 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 131 130 129 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 132 131 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 134 133 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 135 134 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 135 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 137 136 134 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 138 137 135 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 140 139 136 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 141 140 137 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 142 141 138 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 143 142 139 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 144 143 140 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 146 145 141 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 147 146 142 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 148 147 143 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 149 148 144 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 150 149 145 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 152 151 146 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 153 152 147 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 154 153 148 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 155 154 149 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 156 155 150 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 158 157 151 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 159 158 152 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 160 159 153 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 161 160 154 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 162 161 155 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 164 163 156 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 167 166 157 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 168 167 158 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 169 168 159 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 170 169 160 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 171 170 161 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 172 171 162 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 174 173 163 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 166 175 164 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 175 176 165 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 177 165 166 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 176 177 [END OF CURVES] [BOUNDARIES] 11 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 155 1 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 154 153 152 151 150 2 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 149 148 147 146 145 3 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 144 143 142 141 140 4 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 139 138 137 136 135 5 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 134 133 132 131 130 6 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 129 128 127 126 125 7 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 124 123 122 121 120 8 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 118 117 116 115 114 6 5 113 9 - Boundary number 44 - number of curves on boundary, next line(s) are curvenumbers 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 113 10 - Boundary number 113 - number of curves on boundary, next line(s) are curvenumbers 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 112 111 110 109 108 107 106 105 104 103 102 101 100 99 98 97 96 95 94 93 92 91 90 89 88 87 86 85 84 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 119 58 57 56 55 54 53 52 51 50 49 48 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 11 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 11 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 11 - Number of boundaries - 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 161 160 159 158 157 156 163 164 166 165 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 162 [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] 10 - Number of layers - 1 - Layer number, next line is material of layer Pleistoceen zand 0 - Piezometric level line at top of layer 0 - 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 Pleistoceen zand 2 - 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 Basisveen 1 - Piezometric level line at top of layer 2 - 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, zandig >17 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 Veen >300 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, humeus 13-14 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, humeus 13-14 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, humeus 13-14 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 [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Grote en Westbroekpolder - kadevak 07-31-03A1 Toetsing STBI, hoogwater met verkeersbelasting Profiel 15,67F Boring 0,6Kr/Bt, Sondering 0,6Kr [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] 10 Number of layers 10 100 9 100 100 8 100 100 100 7 100 100 100 100 6 100 100 100 100 100 5 100 100 100 100 100 100 4 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 20 20 20 20 20 20 20 20 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 38.786 44.286 15 X-direction 3.193 7.193 15 Y-direction -0.500 -4.000 15 Tangent lines 20.000 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 33.94 36.44 = 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] 20.000 20.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 20.000 20.000 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 10 - 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 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] 20.00 = X co-ordinate indicating start of zone [m] 20.00 = 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 20.00 = Left side minimum road [m] 20.00 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 0 Stability calculation at left 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]