Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : DATE : 2013-09-03 TIME : 10:27:46 FILENAME : P:\1207478-leggerproductie-rijnland\Resultaten\Batch7_grootVerval_EnAndereZonderSom_stap1\Stap1_Invoer_Batch7_grootVerval_EnAnderenZonderSom\Geometries\306_042_00056.sti CREATED BY : D-Geo Stability version 10.1.3.2 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1001 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1003 [END OF VERSION] [SOIL COLLECTION] 9 = 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=2.10 SoilPhi=11.30 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=11.50 SoilGamWet=11.50 SoilRestSlope=0 SoilCohesion=2.00 SoilPhi=13.80 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, humeus 13-14 SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.50 SoilGamWet=13.50 SoilRestSlope=0 SoilCohesion=2.40 SoilPhi=15.50 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=15.50 SoilGamWet=15.50 SoilRestSlope=0 SoilCohesion=2.30 SoilPhi=19.20 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, zandig >17 SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.70 SoilGamWet=17.70 SoilRestSlope=0 SoilCohesion=1.60 SoilPhi=26.20 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] 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=23.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Basisveen SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.00 SoilGamWet=12.00 SoilRestSlope=0 SoilCohesion=1.90 SoilPhi=12.10 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] 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=25.70 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Zand_mv SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=23.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 196 - Number of geometry points - 1 -197.750 -14.930 0.000 2 -193.000 -15.200 0.000 3 -188.750 -15.300 0.000 4 -182.000 -15.550 0.000 5 -177.250 -15.720 0.000 6 -172.250 -15.910 0.000 7 -167.500 -16.090 0.000 8 -161.750 -16.430 0.000 9 -152.500 -16.670 0.000 10 -147.250 -16.720 0.000 11 -140.750 -16.570 0.000 12 -135.750 -16.570 0.000 13 -130.750 -16.460 0.000 14 -125.750 -16.210 0.000 15 -120.000 -15.890 0.000 16 -114.500 -15.640 0.000 17 -110.250 -15.360 0.000 18 -104.750 -15.010 0.000 19 -99.750 -14.730 0.000 20 -94.500 -14.430 0.000 21 -89.500 -14.135 0.000 22 -86.588 -14.000 0.000 23 -84.000 -13.880 0.000 24 -78.750 -13.650 0.000 25 -72.750 -13.650 0.000 26 -68.500 -13.440 0.000 27 -63.500 -12.830 0.000 28 -58.250 -12.230 0.000 29 -56.667 -12.000 0.000 30 -53.500 -11.540 0.000 31 -48.000 -10.650 0.000 32 -42.500 -9.590 0.000 33 -37.500 -8.080 0.000 34 -33.500 -6.270 0.000 35 -32.220 -6.000 0.000 36 -30.750 -5.690 0.000 37 -27.000 -3.780 0.000 38 -24.596 -3.000 0.000 39 -16.250 -0.292 0.000 40 -15.750 -0.223 0.000 41 -15.250 -0.288 0.000 42 -14.750 -0.102 0.000 43 -14.250 -0.006 0.000 44 -13.750 0.005 0.000 45 -13.250 0.059 0.000 46 -12.750 0.080 0.000 47 -12.250 0.144 0.000 48 -11.750 0.245 0.000 49 -11.250 0.304 0.000 50 -10.750 0.333 0.000 51 -10.250 0.410 0.000 52 -9.750 0.459 0.000 53 -9.250 0.602 0.000 54 -8.750 0.681 0.000 55 -8.250 0.862 0.000 56 -7.750 0.968 0.000 57 -7.250 1.009 0.000 58 -6.750 1.016 0.000 59 -6.250 1.075 0.000 60 -5.750 1.056 0.000 61 -5.250 1.062 0.000 62 -4.750 1.030 0.000 63 -4.250 1.085 0.000 64 -3.750 1.230 0.000 65 -3.250 1.316 0.000 66 -2.750 1.319 0.000 67 -2.250 1.372 0.000 68 -1.750 1.380 0.000 69 -1.250 1.370 0.000 70 -0.750 1.369 0.000 71 -0.250 1.372 0.000 72 0.250 1.367 0.000 73 0.750 1.363 0.000 74 1.250 1.347 0.000 75 1.750 1.348 0.000 76 2.250 1.380 0.000 77 2.750 1.396 0.000 78 3.250 1.373 0.000 79 3.750 1.397 0.000 80 4.250 1.434 0.000 81 4.750 1.458 0.000 82 5.250 1.442 0.000 83 5.750 1.376 0.000 84 6.250 1.259 0.000 85 6.750 1.137 0.000 86 7.250 0.762 0.000 87 7.750 0.550 0.000 88 8.250 0.461 0.000 89 8.750 0.372 0.000 90 9.250 0.424 0.000 91 9.750 0.417 0.000 92 10.250 0.392 0.000 93 10.750 0.357 0.000 94 11.250 0.391 0.000 95 11.750 0.391 0.000 96 12.250 0.347 0.000 97 12.750 0.342 0.000 98 13.250 0.302 0.000 99 13.750 0.304 0.000 100 14.250 0.375 0.000 101 14.750 0.384 0.000 102 15.250 0.376 0.000 103 15.750 0.430 0.000 104 16.250 0.488 0.000 105 16.750 0.593 0.000 106 17.250 0.430 0.000 107 17.750 0.328 0.000 108 18.250 0.269 0.000 109 18.750 0.256 0.000 110 19.250 0.254 0.000 111 19.750 0.197 0.000 112 20.250 0.208 0.000 113 20.750 0.163 0.000 114 21.250 0.148 0.000 115 21.750 0.195 0.000 116 22.250 0.076 0.000 117 22.750 0.017 0.000 118 23.250 -0.003 0.000 119 23.750 -0.045 0.000 120 24.250 -0.111 0.000 121 24.750 -0.132 0.000 122 25.250 -0.153 0.000 123 25.750 -0.143 0.000 124 26.250 -0.179 0.000 125 26.750 -0.192 0.000 126 27.250 -0.223 0.000 127 27.750 -0.217 0.000 128 28.250 -0.290 0.000 129 28.750 -0.245 0.000 130 29.250 -0.183 0.000 131 29.750 -0.194 0.000 132 30.250 -0.431 0.000 133 30.750 -0.489 0.000 134 31.250 -0.549 0.000 135 31.750 -0.632 0.000 136 32.250 -0.723 0.000 137 32.750 -0.755 0.000 138 33.250 -0.828 0.000 139 33.750 -0.800 0.000 140 34.250 -0.799 0.000 141 34.750 -0.870 0.000 142 35.250 -0.882 0.000 143 35.750 -1.117 0.000 144 36.250 -1.211 0.000 145 36.750 -1.314 0.000 146 37.250 -1.448 0.000 147 37.750 -1.615 0.000 148 38.250 -1.825 0.000 149 38.750 -2.059 0.000 150 39.250 -2.280 0.000 151 39.750 -2.451 0.000 152 40.250 -2.451 0.000 153 40.750 -2.342 0.000 154 41.250 -2.250 0.000 155 41.750 -2.238 0.000 156 42.250 -2.197 0.000 157 42.750 -2.304 0.000 158 43.250 -2.376 0.000 159 43.750 -2.438 0.000 160 44.250 -2.497 0.000 161 44.750 -2.501 0.000 162 45.250 -2.526 0.000 163 45.750 -2.541 0.000 164 46.250 -2.528 0.000 165 46.750 -2.594 0.000 166 47.250 -2.563 0.000 167 47.750 -2.641 0.000 168 48.250 -2.597 0.000 169 48.750 -2.595 0.000 170 49.250 -2.583 0.000 171 49.750 -2.551 0.000 172 50.250 -2.489 0.000 173 50.750 -2.615 0.000 174 51.250 -2.544 0.000 175 51.750 -2.482 0.000 176 52.250 -2.573 0.000 177 52.750 -2.446 0.000 178 52.750 -3.000 0.000 179 52.750 -6.000 0.000 180 52.750 -12.000 0.000 181 52.750 -14.000 0.000 182 -197.750 -69.940 0.000 183 52.750 -67.824 0.000 184 -197.750 -0.160 0.000 185 52.750 -2.900 0.000 186 -14.500 -0.160 0.000 187 -14.000 -0.160 0.000 188 5.060 -0.160 0.000 189 39.000 -2.250 0.000 190 40.857 -2.900 0.000 191 -197.750 -1.690 0.000 192 52.750 -1.690 0.000 193 -197.750 -0.160 0.000 194 52.750 -0.160 0.000 195 -14.500 -0.160 0.000 196 38.806 -0.160 0.000 [END OF POINTS] [CURVES] 191 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 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 7 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 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 31 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 178 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 179 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 180 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 181 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 184 186 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 186 187 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 187 188 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 188 189 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 189 190 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 190 185 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 191 192 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 193 195 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 195 196 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 196 194 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 182 183 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 128 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 129 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 118 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 119 134 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 120 135 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 136 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 122 137 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 123 138 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 124 139 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 140 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 126 141 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 127 142 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 127 128 143 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 128 129 144 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 129 130 145 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 130 131 146 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 131 132 147 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 132 133 148 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 133 134 149 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 134 135 150 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 135 136 151 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 137 152 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 137 138 153 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 138 139 154 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 139 140 155 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 140 141 156 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 141 142 157 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 142 143 158 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 143 144 159 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 144 145 160 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 145 146 161 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 146 147 162 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 147 148 163 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 148 149 164 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 149 150 165 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 150 151 166 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 151 152 167 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 152 153 168 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 153 154 169 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 154 155 170 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 155 156 171 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 156 157 172 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 157 158 173 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 158 159 174 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 159 160 175 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 160 161 176 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 161 162 177 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 162 163 178 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 163 164 179 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 164 165 180 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 165 166 181 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 166 167 182 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 167 168 183 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 168 169 184 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 169 170 185 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 170 171 186 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 171 172 187 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 172 173 188 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 173 174 189 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 174 175 190 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 175 176 191 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 176 177 [END OF CURVES] [BOUNDARIES] 6 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 52 1 - Boundary number 22 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 41 2 - Boundary number 29 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 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 40 3 - Boundary number 35 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 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 32 33 34 39 4 - Boundary number 38 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 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 32 33 34 35 36 37 38 5 - Boundary number 176 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 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 32 33 34 35 36 37 53 54 55 56 57 58 59 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 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 6 - Number of boundaries - 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 6 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 6 - Number of boundaries - 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 3 - Number of piezometric level lines - 1 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 42 43 44 45 46 47 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 48 3 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 49 50 51 [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] 5 - 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 Zand 3 - Piezometric level line at top of layer 3 - 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 3 - 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 Zand_mv 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 [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] DG-1, Houtrakpolder en Inlaagpolder STBI, hoogwater met belasting (Bishop) DWP-004 - gedetailleerde toets [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] 5 Number of layers 5 100 4 100 100 3 100 100 100 2 100 100 100 100 1 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 20 100 20 20 1 capillary water included [degree Free water(Cu)] 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 [CIRCLES] 9.599 37.680 15 X-direction 2.531 16.275 15 Y-direction -1.347 -8.000 10 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 Uniform Load (1) 5.00 = magnitude -1.25 1.25 = 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] 1.00 [m] [Slip Circle Selection] IsMinXEntryUsed=0 IsMaxXEntryUsed=0 XEntryMin=0.00 XEntryMax=0.00 [End of Slip Circle Selection] [START VALUE SAFETY FACTOR] 1.000 [-] [REFERENCE LEVEL CU] 10 [LIFT SLIP DATA] 0.437 8.474 10 X-direction Left 3.730 8.288 10 Y-direction Left 31.675 36.502 4 X-direction Right 1.308 4.230 4 Y-direction Right -6.000 -3.000 7 Y-direction tangent lines 1 Automatic grid calculation (1) [MULTIPLE LIFT TANGENTS] 4 Number of tangentlines -14.000 -12.000 -6.000 -3.000 [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 5 - Number of layers 2 2 = Pl-top and pl-bottom 1 2 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom [MODEL FACTOR] 1.00 = Limit value stability factor 0.08 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 100.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [CALCULATION OPTIONS] MoveCalculationGrid=1 ProbCalculationType=2 SearchMethod=0 [END OF CALCULATION OPTIONS] [PROBABILISTIC DEFAULTS] CohesionVariationTotal=0.25 CohesionDesignPartial=1.25 CohesionDesignStdDev=-1.65 CohesionDistribution=3 PhiVariationTotal=0.15 PhiDesignPartial=1.10 PhiDesignStdDev=-1.65 PhiDistribution=3 StressTableVariationTotal=0.20 StressTableDesignPartial=1.15 StressTableDesignStdDev=-1.65 StressTableDistribution=3 RatioCuPcVariationTotal=0.25 RatioCuPcDesignPartial=1.15 RatioCuPcDesignStdDev=-1.65 RatioCuPcDistribution=3 CuVariationTotal=0.25 CuDesignPartial=1.15 CuDesignStdDev=-1.65 CuDistribution=3 POPVariationTotal=0.10 POPDesignPartial=1.10 POPDesignStdDev=-1.65 POPDistribution=3 CompressionRatioVariationTotal=0.25 CompressionRatioDesignPartial=1.00 CompressionRatioDesignStdDev=0.00 CompressionRatioDistribution=3 ConsolidationCoefTotalStdDev=20.00 ConsolidationCoefDesignPartial=1.00 ConsolidationCoefDesignStdDev=1.65 ConsolidationCoefDistribution=2 HydraulicPressureTotalStdDev=0.50 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=1.00 LimitValueBishopStdDev=0.08 LimitValueBishopDistribution=3 LimitValueVanMean=0.95 LimitValueVanStdDev=0.08 LimitValueVanDistribution=3 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] 0.00 = Diketable Height [m] 0.00 = X co-ordinate indicating start of zone [m] 0.00 = Boundary of M.H.W influence at X [m] 0.00 = Boundary of M.H.W influence at Y [m] 1.19 = Required safety in zone 1a 1.11 = Required safety in zone 1b 1.00 = Required safety in zone 2a 1.00 = Required safety in zone 2b 0.00 = Left side minimum road [m] 0.00 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 1 Stability calculation at right side 0.50 = Remolding reduction factor 0.80 = Schematization reduction factor 1 Overtopping condition less or equal 0.1 l/m/s [HORIZONTAL BALANCE] HorizontalBalanceXLeft=0.000 HorizontalBalanceXRight=0.000 HorizontalBalanceYTop=0.00 HorizontalBalanceYBottom=0.00 HorizontalBalanceNYInterval=1 [END OF HORIZONTAL BALANCE] [REQUESTED CIRCLE SLICES] 30 = number of slices [REQUESTED LIFT SLICES] 50 = number of slices [REQUESTED SPENCER SLICES] 50 = number of slices [SOIL RESISTANCE] SoilResistanceDowelAction=1 SoilResistancePullOut=1 [END OF SOIL RESISTANCE] [GENETIC ALGORITHM OPTIONS BISHOP] PopulationCount=30 GenerationCount=30 EliteCount=2 MutationRate=0.200 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS BISHOP] [GENETIC ALGORITHM OPTIONS LIFTVAN] PopulationCount=40 GenerationCount=40 EliteCount=2 MutationRate=0.250 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS LIFTVAN] [GENETIC ALGORITHM OPTIONS SPENCER] PopulationCount=50 GenerationCount=50 EliteCount=2 MutationRate=0.300 CrossOverScatterFraction=0.000 CrossOverSinglePointFraction=0.700 CrossOverDoublePointFraction=0.300 MutationJumpFraction=0.000 MutationCreepFraction=0.900 MutationInverseFraction=0.100 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS SPENCER] [MODEL SPECIAL] IsAlternativeStrength=0 [END OF MODEL SPECIAL] [NAIL TYPE DEFAULTS] NailTypeLengthNail=0.00 NailTypeDiameterNail=0.00 NailTypeDiameterGrout=0.00 NailTypeYieldForceNail=0.00 NailTypePlasticMomentNail=0.00 NailTypeBendingStiffnessNail=0.00E+00 NailTypeUseFacingOrBearingPlate=0 [END OF NAIL TYPE DEFAULTS] [END OF INPUT FILE]