Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 23-10-2015 TIME : 14:47:54 FILENAME : P:\Toets regionale keringen\Toets - Uitvoering Sterkte en Stabiliteit\HertoetsDAM\project\Geometries\095_042_00012.std CREATED BY : D-Geo Stability version 14.1.2.1 ========================== BEGINNING OF DATA ========================== [Input Data] [VERSION] Soil=1001 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1004 [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=10.60 SoilGamWet=10.60 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=13.30 SoilGamWet=13.30 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=15.60 SoilGamWet=15.60 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=18.00 SoilGamWet=18.00 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] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 53 - Number of geometry points - 1 -15.000 -3.000 0.000 2 -10.420 -3.000 0.000 3 -9.433 -2.585 0.000 4 -8.720 -2.572 0.000 5 -8.023 -2.474 0.000 6 -6.604 -1.842 0.000 7 -5.910 -1.429 0.000 8 -5.197 -1.274 0.000 9 -4.814 -1.185 0.000 10 -4.549 -1.157 0.000 11 -4.481 -0.870 0.000 12 -4.417 -0.600 0.000 13 -4.398 -0.520 0.000 14 -4.000 -0.388 0.000 15 -3.823 -0.334 0.000 16 -3.036 -0.095 0.000 17 -0.969 -0.370 0.000 18 -0.323 -0.456 0.000 19 2.391 -0.869 0.000 20 2.402 -0.870 0.000 21 5.104 -1.112 0.000 22 7.818 -1.255 0.000 23 10.532 -1.339 0.000 24 13.245 -1.465 0.000 25 14.602 -1.465 0.000 26 15.959 -2.600 0.000 27 18.673 -2.600 0.000 28 21.386 -2.600 0.000 29 24.608 -2.600 0.000 30 -3.599 -0.560 0.000 31 -15.000 -4.070 0.000 32 -3.000 -4.070 0.000 33 9.000 -4.698 0.000 34 24.608 -4.720 0.000 35 -15.000 -4.670 0.000 36 -15.000 -9.200 0.000 37 24.608 -9.200 0.000 38 -15.000 -10.200 0.000 39 24.608 -10.200 0.000 40 -15.000 -20.000 0.000 41 24.608 -20.000 0.000 42 -1.247 -0.560 0.000 43 -15.000 -0.320 0.000 44 24.608 -1.550 0.000 45 -15.000 -4.500 0.000 46 24.608 -4.500 0.000 47 -3.696 -0.295 0.000 48 -3.636 -0.320 0.000 49 -3.050 -0.320 0.000 50 14.410 -1.550 0.000 51 -1.011 -0.614 0.000 52 2.360 -1.176 0.000 53 7.813 -1.624 0.000 [END OF POINTS] [CURVES] 48 - 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 16 17 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 30 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 20 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 33 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 42 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 17 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 47 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 16 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 48 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 44 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 51 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 50 [END OF CURVES] [BOUNDARIES] 8 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 36 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 35 2 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 34 3 - Boundary number 2 - number of curves on boundary, next line(s) are curvenumbers 33 32 4 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 30 31 32 5 - Boundary number 20 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 10 29 19 20 21 22 23 24 25 26 27 6 - 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 28 37 38 16 17 18 19 20 21 22 23 24 25 26 27 7 - 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 40 41 15 16 17 18 19 20 21 22 23 24 25 26 27 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 8 - Number of boundaries - 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 8 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 8 - Number of boundaries - 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 7 - number of curves on PlLine, next line(s) are curvenumbers 42 43 45 46 47 48 44 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 39 [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] 7 - Number of layers - 1 - Layer number, next line is material of layer Pleistoceen zand 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 1 - Boundarynumber at top of layer 0 - Boundarynumber at bottom of layer 2 - Layer number, next line is material of layer Basisveen 1 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 2 - Boundarynumber at top of layer 1 - Boundarynumber at bottom of layer 3 - Layer number, next line is material of layer Klei, humeus 13-14 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer Klei, siltig 15-16 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, humeus 13-14 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 Zand 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 [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Noordeind- en Geerpolder, OR-4.05-001A STBI, hoogwater met belasting Profiel F-30 - 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] 7 Number of layers 7 100 6 100 100 5 100 100 100 4 100 100 100 100 3 100 100 100 100 100 2 100 100 100 100 100 100 1 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 20 20 20 20 20 100 1 capillary water included [degree Free water(Cu)] 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 [CIRCLES] 0.624 10.466 8 X-direction 3.517 7.970 8 Y-direction -1.480 -5.000 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 calamiteitenbelasting 13.00 = magnitude -3.57 -1.07 = 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] 2.00 [m] [Slip Circle Selection] IsMinXEntryUsed=0 IsMaxXEntryUsed=0 XEntryMin=0.00 XEntryMax=0.00 [End of Slip Circle Selection] [START VALUE SAFETY FACTOR] 1.000 [-] [REFERENCE LEVEL CU] 10 [LIFT SLIP DATA] 0.000 0.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 0.000 0.000 1 X-direction Right 0.000 0.000 1 Y-direction Right 0.000 0.000 1 Y-direction tangent lines 0 Automatic grid calculation (1) [EXTERNAL WATER LEVELS] 0 = No water data used 0.00 = Design level 0.30 = Decimate height 1 norm = 1/10000 1 = number of items Water data (1) 1 = Phreatic line 0.00 = Level Piezo lines 7 - Number of layers 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom [MODEL FACTOR] 1.00 = Limit value stability factor 0.08 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 100.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [WATER PRESSURE ON HORIZONTAL BAR] 0 Use water pressure on horizontal bar [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] 3.00 = Width top rest profile [m] 0.00 = X co-ordinate indicating start of zone [m] 0.00 = Boundary of M.H.W influence at X [m] 0.00 = Boundary of M.H.W influence at Y [m] 1.19 = Required safety in zone 1a 1.11 = Required safety in zone 1b 1.00 = Required safety in zone 2a 1.00 = Required safety in zone 2b 0.00 = Left side minimum road [m] 0.00 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 1 Stability calculation at right side 0.50 = Remolding reduction factor 0.80 = Schematization reduction factor 1 Overtopping condition less or equal 0.1 l/m/s [HORIZONTAL BALANCE] HorizontalBalanceXLeft=0.000 HorizontalBalanceXRight=0.000 HorizontalBalanceYTop=0.00 HorizontalBalanceYBottom=0.00 HorizontalBalanceNYInterval=1 [END OF HORIZONTAL BALANCE] [REQUESTED CIRCLE SLICES] 30 = number of slices [REQUESTED LIFT SLICES] 50 = number of slices [REQUESTED SPENCER SLICES] 50 = number of slices [SOIL RESISTANCE] SoilResistanceDowelAction=1 SoilResistancePullOut=1 [END OF SOIL RESISTANCE] [GENETIC ALGORITHM OPTIONS BISHOP] PopulationCount=30 GenerationCount=30 EliteCount=2 MutationRate=0.200 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS BISHOP] [GENETIC ALGORITHM OPTIONS LIFTVAN] PopulationCount=40 GenerationCount=40 EliteCount=2 MutationRate=0.250 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS LIFTVAN] [GENETIC ALGORITHM OPTIONS SPENCER] PopulationCount=50 GenerationCount=50 EliteCount=2 MutationRate=0.300 CrossOverScatterFraction=0.000 CrossOverSinglePointFraction=0.700 CrossOverDoublePointFraction=0.300 MutationJumpFraction=0.000 MutationCreepFraction=0.900 MutationInverseFraction=0.100 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS SPENCER] [NAIL TYPE DEFAULTS] NailTypeLengthNail=0.00 NailTypeDiameterNail=0.00 NailTypeDiameterGrout=0.00 NailTypeYieldForceNail=0.00 NailTypePlasticMomentNail=0.00 NailTypeBendingStiffnessNail=0.00E+00 NailTypeUseFacingOrBearingPlate=0 [END OF NAIL TYPE DEFAULTS] [End of Input Data] [ZONE RESULTS] [Column Indication] X-Centrepoint Y-Centrepoint Radius Stability factor [End of Column Indication] [Data] 0.62 3.52 8.52 1.54 0.62 3.52 8.13 1.42 0.62 3.52 7.73 1.18 0.62 3.52 7.34 1.11 0.62 3.52 6.95 1.05 0.62 3.52 6.56 1.00 0.62 3.52 6.17 0.95 0.62 4.15 9.15 1.59 0.62 4.15 8.76 1.48 0.62 4.15 8.37 1.23 0.62 4.15 7.98 1.17 0.62 4.15 7.59 1.11 0.62 4.15 7.20 1.06 0.62 4.15 6.81 1.01 0.62 4.79 9.79 1.63 0.62 4.79 9.40 1.53 0.62 4.79 9.01 1.28 0.62 4.79 8.62 1.23 0.62 4.79 8.22 1.17 0.62 4.79 7.83 1.11 0.62 4.79 7.44 1.07 0.62 5.43 10.43 1.67 0.62 5.43 10.03 1.58 0.62 5.43 9.64 1.32 0.62 5.43 9.25 1.28 0.62 5.43 8.86 1.23 0.62 5.43 8.47 1.17 0.62 5.43 8.08 1.13 0.62 6.06 11.06 1.71 0.62 6.06 10.67 1.62 0.62 6.06 10.28 1.36 0.62 6.06 9.89 1.33 0.62 6.06 9.50 1.28 0.62 6.06 9.11 1.23 0.62 6.06 8.71 1.19 0.62 6.70 11.70 1.75 0.62 6.70 11.31 1.67 0.62 6.70 10.92 1.40 0.62 6.70 10.52 1.37 0.62 6.70 10.13 1.34 0.62 6.70 9.74 1.29 0.62 6.70 9.35 1.24 0.62 7.33 12.33 1.78 0.62 7.33 11.94 1.71 0.62 7.33 11.55 1.43 0.62 7.33 11.16 1.41 0.62 7.33 10.77 1.39 0.62 7.33 10.38 1.35 0.62 7.33 9.99 1.30 0.62 7.97 12.97 1.82 0.62 7.97 12.58 1.75 0.62 7.97 12.19 1.47 0.62 7.97 11.80 1.45 0.62 7.97 11.41 1.43 0.62 7.97 11.01 1.40 0.62 7.97 10.62 1.36 2.03 3.52 8.52 1.23 2.03 3.52 8.13 1.13 2.03 3.52 7.73 0.97 2.03 3.52 7.34 0.92 2.03 3.52 6.95 0.87 2.03 3.52 6.56 0.89 2.03 4.15 9.15 1.29 2.03 4.15 8.76 1.18 2.03 4.15 8.37 1.00 2.03 4.15 7.98 0.97 2.03 4.15 7.59 0.92 2.03 4.15 7.20 0.89 2.03 4.79 9.79 1.34 2.03 4.79 9.40 1.23 2.03 4.79 9.01 1.05 2.03 4.79 8.62 1.01 2.03 4.79 8.22 0.97 2.03 4.79 7.83 0.93 2.03 5.43 10.43 1.38 2.03 5.43 10.03 1.28 2.03 5.43 9.64 1.10 2.03 5.43 9.25 1.05 2.03 5.43 8.86 1.02 2.03 5.43 8.47 0.98 2.03 6.06 11.06 1.43 2.03 6.06 10.67 1.33 2.03 6.06 10.28 1.14 2.03 6.06 9.89 1.09 2.03 6.06 9.50 1.06 2.03 6.06 9.11 1.03 2.03 6.70 11.70 1.47 2.03 6.70 11.31 1.37 2.03 6.70 10.92 1.18 2.03 6.70 10.52 1.14 2.03 6.70 10.13 1.10 2.03 6.70 9.74 1.08 2.03 7.33 12.33 1.50 2.03 7.33 11.94 1.41 2.03 7.33 11.55 1.22 2.03 7.33 11.16 1.18 2.03 7.33 10.77 1.14 2.03 7.33 10.38 1.12 2.03 7.97 12.97 1.54 2.03 7.97 12.58 1.45 2.03 7.97 12.19 1.26 2.03 7.97 11.80 1.23 2.03 7.97 11.41 1.19 2.03 7.97 11.01 1.16 3.44 3.52 8.52 1.09 3.44 3.52 8.13 1.01 3.44 3.52 7.73 0.95 3.44 3.52 7.34 1.03 3.44 3.52 6.95 1.18 3.44 3.52 6.56 1.44 3.44 4.15 9.15 1.13 3.44 4.15 8.76 1.05 3.44 4.15 8.37 0.93 3.44 4.15 7.98 0.98 3.44 4.15 7.59 1.09 3.44 4.15 7.20 1.28 3.44 4.79 9.79 1.16 3.44 4.79 9.40 1.09 3.44 4.79 9.01 0.96 3.44 4.79 8.62 0.95 3.44 4.79 8.22 1.03 3.44 4.79 7.83 1.19 3.44 5.43 10.43 1.20 3.44 5.43 10.03 1.12 3.44 5.43 9.64 1.00 3.44 5.43 9.25 0.97 3.44 5.43 8.86 1.00 3.44 5.43 8.47 1.12 3.44 6.06 11.06 1.24 3.44 6.06 10.67 1.15 3.44 6.06 10.28 1.03 3.44 6.06 9.89 1.01 3.44 6.06 9.50 0.99 3.44 6.06 9.11 1.08 3.44 6.70 11.70 1.28 3.44 6.70 11.31 1.19 3.44 6.70 10.92 1.06 3.44 6.70 10.52 1.05 3.44 6.70 10.13 1.02 3.44 6.70 9.74 1.06 3.44 7.33 12.33 1.31 3.44 7.33 11.94 1.23 3.44 7.33 11.55 1.09 3.44 7.33 11.16 1.08 3.44 7.33 10.77 1.06 3.44 7.33 10.38 1.06 3.44 7.97 12.97 1.35 3.44 7.97 12.58 1.26 3.44 7.97 12.19 1.12 3.44 7.97 11.80 1.11 3.44 7.97 11.41 1.10 3.44 7.97 11.01 1.08 4.84 3.52 8.52 1.26 4.84 3.52 8.13 1.36 4.84 3.52 7.73 1.51 4.84 3.52 7.34 1.95 4.84 3.52 6.95 2.61 4.84 4.15 9.15 1.17 4.84 4.15 8.76 1.23 4.84 4.15 8.37 1.33 4.84 4.15 7.98 1.62 4.84 4.15 7.59 2.22 4.84 4.79 9.79 1.11 4.84 4.79 9.40 1.14 4.84 4.79 9.01 1.21 4.84 4.79 8.62 1.43 4.84 4.79 8.22 1.84 4.84 5.43 10.43 1.12 4.84 5.43 10.03 1.09 4.84 5.43 9.64 1.12 4.84 5.43 9.25 1.30 4.84 5.43 8.86 1.60 4.84 6.06 11.06 1.15 4.84 6.06 10.67 1.08 4.84 6.06 10.28 1.07 4.84 6.06 9.89 1.21 4.84 6.06 9.50 1.45 4.84 6.70 11.70 1.18 4.84 6.70 11.31 1.10 4.84 6.70 10.92 1.04 4.84 6.70 10.52 1.15 4.84 6.70 10.13 1.34 4.84 7.33 12.33 1.20 4.84 7.33 11.94 1.13 4.84 7.33 11.55 1.05 4.84 7.33 11.16 1.11 4.84 7.33 10.77 1.26 4.84 7.97 12.97 1.23 4.84 7.97 12.58 1.16 4.84 7.97 12.19 1.07 4.84 7.97 11.80 1.09 4.84 7.97 11.41 1.21 6.25 3.52 8.52 2.19 6.25 3.52 8.13 2.58 6.25 3.52 7.73 2.72 6.25 3.52 7.34 3.10 6.25 3.52 6.95 3.61 6.25 4.15 9.15 1.82 6.25 4.15 8.76 2.22 6.25 4.15 8.37 2.56 6.25 4.15 7.98 2.91 6.25 4.15 7.59 3.40 6.25 4.79 9.79 1.59 6.25 4.79 9.40 1.84 6.25 4.79 9.01 2.37 6.25 4.79 8.62 2.75 6.25 4.79 8.22 3.21 6.25 5.43 10.43 1.43 6.25 5.43 10.03 1.60 6.25 5.43 9.64 1.95 6.25 5.43 9.25 2.62 6.25 5.43 8.86 3.06 6.25 6.06 11.06 1.32 6.25 6.06 10.67 1.45 6.25 6.06 10.28 1.69 6.25 6.06 9.89 2.29 6.25 6.06 9.50 2.92 6.25 6.70 11.70 1.25 6.25 6.70 11.31 1.33 6.25 6.70 10.92 1.52 6.25 6.70 10.52 1.95 6.25 6.70 10.13 2.80 6.25 7.33 12.33 1.19 6.25 7.33 11.94 1.25 6.25 7.33 11.55 1.39 6.25 7.33 11.16 1.73 6.25 7.33 10.77 2.43 6.25 7.97 12.97 1.18 6.25 7.97 12.58 1.20 6.25 7.97 12.19 1.30 6.25 7.97 11.80 1.58 6.25 7.97 11.41 2.11 7.65 3.52 8.52 3.09 7.65 3.52 8.13 3.15 7.65 3.52 7.73 3.55 7.65 3.52 7.34 4.10 7.65 3.52 6.95 4.80 7.65 4.15 9.15 2.87 7.65 4.15 8.76 2.96 7.65 4.15 8.37 3.33 7.65 4.15 7.98 3.85 7.65 4.15 7.59 4.55 7.65 4.79 9.79 2.67 7.65 4.79 9.40 2.79 7.65 4.79 9.01 3.15 7.65 4.79 8.62 3.63 7.65 4.79 8.22 4.32 7.65 5.43 10.43 2.54 7.65 5.43 10.03 2.61 7.65 5.43 9.64 2.99 7.65 5.43 9.25 3.45 7.65 5.43 8.86 4.10 7.65 6.06 11.06 2.15 7.65 6.06 10.67 2.45 7.65 6.06 10.28 2.85 7.65 6.06 9.89 3.29 7.65 6.06 9.50 3.91 7.65 6.70 11.70 1.85 7.65 6.70 11.31 2.25 7.65 6.70 10.92 2.70 7.65 6.70 10.52 3.16 7.65 6.70 10.13 3.75 7.65 7.33 12.33 1.65 7.65 7.33 11.94 1.92 7.65 7.33 11.55 2.56 7.65 7.33 11.16 3.04 7.65 7.33 10.77 3.60 7.65 7.97 12.97 1.50 7.65 7.97 12.58 1.68 7.65 7.97 12.19 2.29 7.65 7.97 11.80 2.91 7.65 7.97 11.41 3.47 9.06 3.52 8.52 3.58 9.06 3.52 8.13 3.72 9.06 3.52 7.73 4.28 9.06 3.52 7.34 4.94 9.06 3.52 6.95 5.67 9.06 4.15 9.15 3.33 9.06 4.15 8.76 3.47 9.06 4.15 8.37 4.00 9.06 4.15 7.98 4.72 9.06 4.15 7.59 5.45 9.06 4.79 9.79 3.11 9.06 4.79 9.40 3.25 9.06 4.79 9.01 3.76 9.06 4.79 8.62 4.44 9.06 4.79 8.22 5.27 9.06 5.43 10.43 2.93 9.06 5.43 10.03 3.05 9.06 5.43 9.64 3.55 9.06 5.43 9.25 4.21 9.06 5.43 8.86 5.12 9.06 6.06 11.06 2.77 9.06 6.06 10.67 2.89 9.06 6.06 10.28 3.36 9.06 6.06 9.89 4.00 9.06 6.06 9.50 4.89 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2.650 6.248 3.517 8.517 2.191 6.248 4.153 9.153 1.816 6.248 4.789 9.789 1.586 6.248 5.425 10.425 1.435 7.654 0.972 5.972 4.400 7.654 1.609 6.609 3.951 7.654 2.245 7.245 3.595 7.654 2.881 7.881 3.315 7.654 3.517 8.517 3.091 7.654 4.153 9.153 2.868 7.654 4.789 9.789 2.667 7.654 5.425 10.425 2.542 9.060 0.972 5.972 5.205 9.060 1.609 6.609 4.658 9.060 2.245 7.245 4.212 9.060 2.881 7.881 3.866 9.060 3.517 8.517 3.580 9.060 4.153 9.153 3.326 9.060 4.789 9.789 3.113 9.060 5.425 10.425 2.928 [End of CircleResults] [Dumps] 1 : number of dumps in file [Dump] [Dump Header] [Column Indication] Stability factor Number of slices X-Centrepoint Y-Centrepoint Radius X coordinate left surface X coordinate right surface Dump name [End of Column Indication] [Data] 0.795 39 0.624 1.609 4.653 -3.631 4.441 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] -3.611 -3.631 -0.320 -0.275 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0.000 2.100 11.300 0.000 0.000 0.000 -0.320 0.000 -0.000 3.741 2.143 0.000 2.100 11.300 0.000 0.000 0.000 -0.321 0.000 -0.000 0.238 0.103 0.000 2.100 11.300 0.000 0.000 0.000 -0.339 -0.000 -0.000 4.315 1.632 0.000 2.100 11.300 0.000 0.000 0.000 -0.373 -0.000 -0.000 4.810 1.471 0.000 2.100 11.300 0.000 0.000 0.000 -0.407 -0.000 -0.000 5.217 1.355 0.000 2.100 11.300 0.000 0.000 0.000 -0.441 -0.000 -0.000 5.554 1.268 0.000 2.100 11.300 0.000 0.000 0.000 -0.475 -0.000 -0.000 5.829 1.200 0.000 2.100 11.300 0.000 0.000 0.000 -0.509 -0.000 -0.000 6.053 1.147 0.000 2.100 11.300 0.000 0.000 0.000 -0.543 -0.000 -0.000 6.229 1.104 0.000 2.100 11.300 0.000 0.000 0.000 -0.570 -0.000 -0.000 3.742 0.634 0.000 2.100 11.300 0.000 0.000 0.000 -0.597 -0.000 -0.000 6.358 1.053 0.000 2.100 11.300 0.000 0.000 0.000 -0.618 -0.000 -0.000 1.124 0.185 0.000 2.100 11.300 0.000 0.000 0.000 -0.639 -0.000 -0.000 5.795 0.935 0.000 2.100 11.300 0.000 0.000 0.000 -0.675 -0.000 -0.000 5.866 0.918 0.000 2.100 11.300 0.000 0.000 0.000 -0.711 -0.000 -0.000 5.910 0.905 0.000 2.100 11.300 0.000 0.000 0.000 -0.746 -0.000 -0.000 5.833 0.881 0.000 2.100 11.300 0.000 0.000 0.000 -0.782 -0.000 -0.000 5.819 0.874 0.000 2.100 11.300 0.000 0.000 0.000 -0.817 -0.000 -0.000 5.781 0.868 0.000 2.100 11.300 0.000 0.000 0.000 -0.852 -0.000 -0.000 5.722 0.865 0.000 2.100 11.300 0.000 0.000 0.000 -0.892 -0.000 -0.000 6.961 1.069 0.000 2.100 11.300 0.000 0.000 0.000 -0.936 -0.000 -0.000 6.796 1.071 0.000 2.100 11.300 0.000 0.000 0.000 -0.979 -0.000 -0.000 6.590 1.078 0.000 2.100 11.300 0.000 0.000 0.000 -1.023 -0.000 -0.000 6.342 1.089 0.000 2.100 11.300 0.000 0.000 0.000 -1.067 -0.000 -0.000 6.051 0.000 0.000 2.100 11.300 0.000 0.000 0.000 -1.110 -0.000 -0.000 5.715 0.000 0.000 2.100 11.300 0.000 0.000 0.000 -1.154 -0.000 -0.000 5.332 0.000 0.000 2.100 11.300 0.000 0.000 0.000 -1.177 -0.000 -0.000 0.603 0.000 0.000 2.100 11.300 0.000 0.000 0.000 -1.179 -0.000 -0.000 0.213 0.000 0.000 2.100 11.300 0.000 0.000 0.000 -1.190 -0.000 -0.000 4.851 0.000 0.000 2.100 11.300 0.000 0.000 0.000 -1.212 -0.000 -0.000 4.432 0.000 0.000 2.100 11.300 0.000 0.000 0.000 -1.233 -0.000 -0.000 3.954 0.000 0.000 2.100 11.300 0.000 0.000 0.000 -1.255 -0.000 -0.000 3.410 0.000 0.000 2.100 11.300 0.000 0.000 0.000 -1.276 -0.000 -0.000 2.790 0.000 0.000 2.100 11.300 0.000 0.000 0.000 -1.298 -0.000 -0.000 2.080 0.000 0.000 2.100 11.300 0.000 0.000 0.000 -1.319 -0.000 -0.000 1.260 0.000 0.000 2.100 11.300 0.000 0.000 0.000 -1.338 -0.000 -0.000 0.328 0.000 0.000 [End of Data] [End of Strength and Loads] [Stresses] [Column Indication] TotalStress EffectiveStress HydrostaticPore AanpasPore PnLinePore ShearStress NormalStress PreLoadStress POP LoadStress SigmaAlfa WaterLoadStress TotalPore [End of Column Indication] [Data] 0.458 0.458 0.000 0.000 0.000 0.112 0.209 0.000 10.000 0.000 0.000 0.000 0.000 15.385 14.207 1.177 0.000 1.177 3.633 6.803 0.000 10.000 0.000 0.000 0.000 1.177 18.707 6.993 3.875 0.000 3.875 3.402 1.097 0.000 10.000 0.000 0.000 7.839 11.714 22.291 8.554 7.243 0.000 7.243 3.527 3.521 0.000 10.000 0.000 0.000 6.495 13.738 24.410 9.330 9.168 0.000 9.168 3.773 4.500 0.000 10.000 0.000 0.000 5.912 15.080 25.230 9.250 10.440 0.000 10.440 3.833 4.742 0.000 10.000 0.000 0.000 5.540 15.980 26.644 9.018 12.635 0.000 12.635 3.913 5.060 0.000 10.000 0.000 0.000 4.992 17.627 27.882 8.796 14.488 0.000 14.488 3.974 5.302 0.000 10.000 0.000 0.000 4.598 19.086 28.939 8.577 16.060 0.000 16.060 4.020 5.485 0.000 10.000 0.000 0.000 4.303 20.362 29.823 8.355 17.395 0.000 17.395 4.055 5.622 0.000 10.000 0.000 0.000 4.073 21.468 30.542 8.128 18.523 0.000 18.523 4.080 5.721 0.000 10.000 0.000 0.000 3.892 22.414 31.107 7.895 19.466 0.000 19.466 4.096 5.788 0.000 10.000 0.000 0.000 3.746 23.212 31.484 7.726 20.109 0.000 20.109 4.110 5.840 0.000 10.000 0.000 0.000 3.648 23.758 31.403 7.206 20.628 0.000 20.628 4.040 5.563 0.000 10.000 0.000 0.000 3.568 24.196 31.147 6.659 20.974 0.000 20.974 3.948 5.199 0.000 10.000 0.000 0.000 3.515 24.488 31.254 6.585 21.195 0.000 21.195 3.961 5.251 0.000 10.000 0.000 0.000 3.473 24.669 31.505 6.594 21.499 0.000 21.499 4.013 5.455 0.000 10.000 0.000 0.000 3.412 24.911 31.652 6.596 21.692 0.000 21.692 4.062 5.651 0.000 10.000 0.000 0.000 3.363 25.056 31.671 6.566 21.780 0.000 21.780 4.103 5.812 0.000 10.000 0.000 0.000 3.325 25.105 31.566 6.504 21.766 0.000 21.766 4.134 5.939 0.000 10.000 0.000 0.000 3.296 25.063 31.367 6.435 21.655 0.000 21.655 4.165 6.060 0.000 10.000 0.000 0.000 3.276 24.931 31.074 6.361 21.448 0.000 21.448 4.194 6.176 0.000 10.000 0.000 0.000 3.265 24.712 30.630 6.271 21.097 0.000 21.097 4.225 6.301 0.000 10.000 0.000 0.000 3.262 24.359 30.011 6.164 20.578 0.000 20.578 4.259 6.434 0.000 10.000 0.000 0.000 3.269 23.847 29.250 6.048 19.913 0.000 19.913 4.292 6.565 0.000 10.000 0.000 0.000 3.289 23.202 28.345 5.924 19.099 0.000 19.099 4.325 6.697 0.000 10.000 0.000 0.000 3.322 22.421 23.082 4.948 18.133 0.000 18.133 4.134 5.936 0.000 10.000 0.000 0.000 0.000 18.133 21.800 4.790 17.010 0.000 17.010 4.161 6.045 0.000 10.000 0.000 0.000 0.000 17.010 20.340 4.619 15.721 0.000 15.721 4.190 6.160 0.000 10.000 0.000 0.000 0.000 15.721 19.466 4.506 14.959 0.000 14.959 4.204 6.214 0.000 10.000 0.000 0.000 0.000 14.959 19.337 4.479 14.858 0.000 14.858 4.202 6.210 0.000 10.000 0.000 0.000 0.000 14.858 18.559 4.409 14.149 0.000 14.149 4.228 6.312 0.000 10.000 0.000 0.000 0.000 14.149 16.956 4.271 12.685 0.000 12.685 4.283 6.531 0.000 10.000 0.000 0.000 0.000 12.685 15.127 4.116 11.011 0.000 11.011 4.346 6.781 0.000 10.000 0.000 0.000 0.000 11.011 13.045 3.941 9.104 0.000 9.104 4.422 7.082 0.000 10.000 0.000 0.000 0.000 9.104 10.673 3.746 6.927 0.000 6.927 4.457 7.221 0.000 10.000 0.000 0.000 0.000 6.927 7.958 3.524 4.434 0.000 4.434 4.387 6.945 0.000 10.000 0.000 0.000 0.000 4.434 4.822 3.272 1.550 0.000 1.550 4.308 6.631 0.000 10.000 0.000 0.000 0.000 1.550 1.568 1.568 0.000 0.000 0.000 3.776 4.512 0.000 10.000 0.000 0.000 0.000 0.000 [End of Data] [End of Stresses] [End of Dump] [CALCULATION TIME] 00:00:27 [END OF CALCULATION TIME] [End of Dump File]