Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : ARCADIS Nederland BV Mobiliteit LICENSE : Unknown DATE : 15-Aug-13 TIME : 9:34:32 FILENAME : C:\Temp\DAM2\47-064+20_aansluiting Schaapdijk.std CREATED BY : D-Geo Stability version 10.1.3.2 ========================== BEGINNING OF DATA ========================== [Input Data] [VERSION] Soil=1001 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1003 [END OF VERSION] [SOIL COLLECTION] 9 = number of items [SOIL] 47 1e_WVP_WL SoilColor=6923673 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.00 SoilGamWet=20.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=30.00 SoilDilatancy=30.00 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] 47 zandtussenlaag_WL SoilColor=9544960 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=19.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=26.00 SoilDilatancy=26.00 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] 47 klei_zandig SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.30 SoilGamWet=18.50 SoilRestSlope=1 SoilCohesion=1.00 SoilPhi=20.00 SoilDilatancy=20.10 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] 47 klei_onder SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.60 SoilGamWet=19.60 SoilRestSlope=1 SoilCohesion=1.50 SoilPhi=27.00 SoilDilatancy=26.50 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] 47 oude dijk SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.40 SoilGamWet=18.60 SoilRestSlope=1 SoilCohesion=2.00 SoilPhi=23.00 SoilDilatancy=23.00 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] 47 zand_dijk_siltig_WL SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.00 SoilGamWet=19.50 SoilRestSlope=1 SoilCohesion=1.00 SoilPhi=25.00 SoilDilatancy=25.00 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] 47 kleibekleding SoilColor=5866717 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=18.50 SoilRestSlope=1 SoilCohesion=5.00 SoilPhi=20.00 SoilDilatancy=20.00 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] 47 zavel SoilColor=7187949 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.50 SoilGamWet=19.00 SoilRestSlope=1 SoilCohesion=2.00 SoilPhi=22.00 SoilDilatancy=22.00 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] 47 cunet SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.00 SoilGamWet=20.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=30.00 SoilDilatancy=30.00 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] 44 - Number of geometry points - 1 0.000 10.400 0.000 2 8.400 10.400 0.000 3 14.200 11.200 0.000 4 25.200 15.100 0.000 5 27.200 15.100 0.000 6 32.200 15.200 0.000 7 35.200 15.000 0.000 8 41.800 12.600 0.000 9 43.000 12.200 0.000 10 72.600 11.400 0.000 11 74.600 10.200 0.000 12 75.800 9.400 0.000 13 76.400 9.400 0.000 14 78.200 10.600 0.000 15 90.000 10.600 0.000 16 27.200 14.600 0.000 17 32.200 14.700 0.000 18 33.800 14.700 0.000 19 40.600 12.200 0.000 20 18.600 10.200 0.000 21 26.000 14.600 0.000 22 22.000 10.000 0.000 23 23.800 9.800 0.000 24 26.000 10.000 0.000 25 32.200 10.200 0.000 26 38.000 10.200 0.000 27 22.000 9.000 0.000 28 38.000 9.000 0.000 29 0.000 9.000 0.000 30 90.000 9.000 0.000 31 0.000 7.500 0.000 32 90.000 7.500 0.000 33 0.000 0.000 0.000 34 90.000 0.000 0.000 35 0.000 13.730 0.000 36 21.600 13.730 0.000 37 22.600 12.700 0.000 38 40.600 12.180 0.000 39 72.600 10.500 0.000 40 90.000 10.500 0.000 41 72.300 11.400 0.000 42 72.600 11.140 0.000 43 90.000 11.140 0.000 44 8.400 13.450 0.000 [END OF POINTS] [CURVES] 46 - 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 5 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 6 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 8 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 20 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 16 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 22 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 19 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 11 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 27 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 26 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 27 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 30 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 44 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 41 [END OF CURVES] [BOUNDARIES] 10 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 37 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 36 2 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 34 32 35 3 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 1 21 24 31 32 33 30 11 12 13 14 4 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 1 21 24 25 26 27 29 30 11 12 13 14 5 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 1 21 24 25 26 27 28 20 8 9 10 11 12 13 14 6 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 1 21 22 23 16 18 19 20 8 9 10 11 12 13 14 7 - Boundary number 16 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 15 16 18 19 20 8 9 10 11 12 13 14 8 - Boundary number 16 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 15 16 17 6 7 8 9 10 11 12 13 14 9 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 10 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 10 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 10 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 38 39 40 41 42 2 - PlLine number 4 - number of curves on PlLine, next line(s) are curvenumbers 45 46 43 44 [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] 9 - Number of layers - 1 - Layer number, next line is material of layer 47 1e_WVP_WL 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 47 zandtussenlaag_WL 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 2 - Boundarynumber at top of layer 1 - Boundarynumber at bottom of layer 3 - Layer number, next line is material of layer 47 klei_zandig 99 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer 47 klei_onder 99 - Piezometric level line at top of layer 2 - 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 47 oude dijk 1 - Piezometric level line at top of layer 99 - 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 47 zand_dijk_siltig_WL 1 - Piezometric level line at top of layer 99 - 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 47 kleibekleding 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 7 - Boundarynumber at top of layer 6 - Boundarynumber at bottom of layer 8 - Layer number, next line is material of layer 47 zavel 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 8 - Boundarynumber at top of layer 7 - Boundarynumber at bottom of layer 9 - Layer number, next line is material of layer 47 cunet 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 9 - Boundarynumber at top of layer 8 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] DIJKRING 47: ARNHEMSE EN VELPSE BROEK Derde toetsingsronde, controle oude berekening Dp 64.2, MHW2006 (+13.73 m) [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] 9 Number of layers 9 100 8 100 100 7 100 100 100 6 100 100 100 100 5 100 100 100 100 100 4 100 100 100 100 100 100 3 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 100 10 10 30 100 10 10 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 [CIRCLES] 37.500 42.500 5 X-direction 17.500 22.500 5 Y-direction 11.000 8.000 7 Tangent lines 90.000 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 Verkeer 13.00 = magnitude 30.50 33.00 = xstart and xend 26.00 = distribution angle 2 = temporary load [TREE ON SLOPE] 0.00 = WindForce 0.00 = XCoordinate 0.00 = YCoordinate 10.00 = width of root zone 0.0 = AngleOfDistribution [END OF TREE ON SLOPE] [EARTH QUAKE] 0.000 = horizontal acceleration 0.000 = vertical acceleration 0.000 = free water moment factor [SIGMA-TAU CURVES] 0 = number of items [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MINIMAL REQUIRED CIRCLE DEPTH] 0.00 [m] [Slip Circle Selection] IsMinXEntryUsed=0 IsMaxXEntryUsed=0 XEntryMin=0.00 XEntryMax=0.00 [End of Slip Circle Selection] [START VALUE SAFETY FACTOR] 1.000 [-] [REFERENCE LEVEL CU] 9 [LIFT SLIP DATA] 90.000 90.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 90.000 90.000 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 9 - Number of layers 2 2 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 99 2 = Pl-top and pl-bottom 99 2 = Pl-top and pl-bottom 1 99 = Pl-top and pl-bottom 1 99 = 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] 90.00 = X co-ordinate indicating start of zone [m] 90.00 = 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 90.00 = Left side minimum road [m] 90.00 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 0 Stability calculation at left side 0.50 = Remolding reduction factor 0.80 = Schematization reduction factor 1 Overtopping condition less or equal 0.1 l/m/s [HORIZONTAL BALANCE] HorizontalBalanceXLeft=0.000 HorizontalBalanceXRight=0.000 HorizontalBalanceYTop=0.00 HorizontalBalanceYBottom=0.00 HorizontalBalanceNYInterval=1 [END OF HORIZONTAL BALANCE] [REQUESTED CIRCLE SLICES] 30 = number of slices [REQUESTED LIFT SLICES] 50 = number of slices [REQUESTED SPENCER SLICES] 50 = number of slices [SOIL RESISTANCE] SoilResistanceDowelAction=1 SoilResistancePullOut=1 [END OF SOIL RESISTANCE] [GENETIC ALGORITHM OPTIONS BISHOP] PopulationCount=30 GenerationCount=30 EliteCount=2 MutationRate=0.200 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS BISHOP] [GENETIC ALGORITHM OPTIONS LIFTVAN] PopulationCount=40 GenerationCount=40 EliteCount=2 MutationRate=0.250 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS LIFTVAN] [GENETIC ALGORITHM OPTIONS SPENCER] PopulationCount=50 GenerationCount=50 EliteCount=2 MutationRate=0.300 CrossOverScatterFraction=0.000 CrossOverSinglePointFraction=0.700 CrossOverDoublePointFraction=0.300 MutationJumpFraction=0.000 MutationCreepFraction=0.900 MutationInverseFraction=0.100 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS SPENCER] [NAIL TYPE DEFAULTS] NailTypeLengthNail=0.00 NailTypeDiameterNail=0.00 NailTypeDiameterGrout=0.00 NailTypeYieldForceNail=0.00 NailTypePlasticMomentNail=0.00 NailTypeBendingStiffnessNail=0.00E+00 NailTypeUseFacingOrBearingPlate=0 [END OF NAIL TYPE DEFAULTS] [End of Input Data] [ZONE RESULTS] [Column Indication] X-Centrepoint Y-Centrepoint Radius Stability factor [End of Column Indication] [Data] 37.50 17.50 9.50 2.32 37.50 17.50 9.00 2.22 37.50 17.50 8.50 2.12 37.50 17.50 8.00 2.08 37.50 17.50 7.50 2.05 37.50 17.50 7.00 2.06 37.50 17.50 6.50 2.14 37.50 18.75 10.75 2.33 37.50 18.75 10.25 2.23 37.50 18.75 9.75 2.14 37.50 18.75 9.25 2.09 37.50 18.75 8.75 2.05 37.50 18.75 8.25 2.02 37.50 18.75 7.75 2.03 37.50 20.00 12.00 2.37 37.50 20.00 11.50 2.27 37.50 20.00 11.00 2.17 37.50 20.00 10.50 2.13 37.50 20.00 10.00 2.09 37.50 20.00 9.50 2.06 37.50 20.00 9.00 2.08 37.50 21.25 13.25 2.40 37.50 21.25 12.75 2.32 37.50 21.25 12.25 2.23 37.50 21.25 11.75 2.18 37.50 21.25 11.25 2.15 37.50 21.25 10.75 2.12 37.50 21.25 10.25 2.14 37.50 22.50 14.50 2.44 37.50 22.50 14.00 2.36 37.50 22.50 13.50 2.28 37.50 22.50 13.00 2.24 37.50 22.50 12.50 2.20 37.50 22.50 12.00 2.18 37.50 22.50 11.50 2.22 38.75 17.50 9.50 2.07 38.75 17.50 9.00 1.95 38.75 17.50 8.50 1.80 38.75 17.50 8.00 1.78 38.75 17.50 7.50 1.78 38.75 17.50 7.00 1.86 38.75 17.50 6.50 1.97 38.75 18.75 10.75 2.10 38.75 18.75 10.25 1.99 38.75 18.75 9.75 1.84 38.75 18.75 9.25 1.75 38.75 18.75 8.75 1.71 38.75 18.75 8.25 1.76 38.75 18.75 7.75 1.83 38.75 20.00 12.00 2.13 38.75 20.00 11.50 2.03 38.75 20.00 11.00 1.89 38.75 20.00 10.50 1.81 38.75 20.00 10.00 1.74 38.75 20.00 9.50 1.74 38.75 20.00 9.00 1.78 38.75 21.25 13.25 2.19 38.75 21.25 12.75 2.08 38.75 21.25 12.25 1.94 38.75 21.25 11.75 1.87 38.75 21.25 11.25 1.80 38.75 21.25 10.75 1.80 38.75 21.25 10.25 1.77 38.75 22.50 14.50 2.23 38.75 22.50 14.00 2.15 38.75 22.50 13.50 2.01 38.75 22.50 13.00 1.94 38.75 22.50 12.50 1.87 38.75 22.50 12.00 1.87 38.75 22.50 11.50 1.85 40.00 17.50 9.50 1.94 40.00 17.50 9.00 1.88 40.00 17.50 8.50 1.73 40.00 17.50 8.00 1.71 40.00 17.50 7.50 1.71 40.00 17.50 7.00 1.72 40.00 17.50 6.50 1.71 40.00 18.75 10.75 1.94 40.00 18.75 10.25 1.83 40.00 18.75 9.75 1.68 40.00 18.75 9.25 1.64 40.00 18.75 8.75 1.62 40.00 18.75 8.25 1.72 40.00 18.75 7.75 1.71 40.00 20.00 12.00 1.98 40.00 20.00 11.50 1.88 40.00 20.00 11.00 1.69 40.00 20.00 10.50 1.62 40.00 20.00 10.00 1.59 40.00 20.00 9.50 1.67 40.00 20.00 9.00 1.70 40.00 21.25 13.25 2.03 40.00 21.25 12.75 1.93 40.00 21.25 12.25 1.74 40.00 21.25 11.75 1.67 40.00 21.25 11.25 1.59 40.00 21.25 10.75 1.66 40.00 21.25 10.25 1.68 40.00 22.50 14.50 2.08 40.00 22.50 14.00 1.98 40.00 22.50 13.50 1.81 40.00 22.50 13.00 1.73 40.00 22.50 12.50 1.65 40.00 22.50 12.00 1.68 40.00 22.50 11.50 1.68 41.25 17.50 9.50 2.02 41.25 17.50 9.00 1.97 41.25 17.50 8.50 1.75 41.25 17.50 8.00 1.63 41.25 17.50 7.50 1.64 41.25 17.50 7.00 1.69 41.25 17.50 6.50 1.68 41.25 18.75 10.75 1.92 41.25 18.75 10.25 1.86 41.25 18.75 9.75 1.69 41.25 18.75 9.25 1.65 41.25 18.75 8.75 1.63 41.25 18.75 8.25 1.67 41.25 18.75 7.75 1.64 41.25 20.00 12.00 1.90 41.25 20.00 11.50 1.82 41.25 20.00 11.00 1.65 41.25 20.00 10.50 1.60 41.25 20.00 10.00 1.63 41.25 20.00 9.50 1.68 41.25 20.00 9.00 1.65 41.25 21.25 13.25 1.93 41.25 21.25 12.75 1.84 41.25 21.25 12.25 1.64 41.25 21.25 11.75 1.60 41.25 21.25 11.25 1.60 41.25 21.25 10.75 1.69 41.25 21.25 10.25 1.68 41.25 22.50 14.50 1.99 41.25 22.50 14.00 1.88 41.25 22.50 13.50 1.68 41.25 22.50 13.00 1.60 41.25 22.50 12.50 1.60 41.25 22.50 12.00 1.67 41.25 22.50 11.50 1.69 42.50 17.50 9.50 2.13 42.50 17.50 9.00 1.96 42.50 17.50 8.50 1.74 42.50 17.50 8.00 1.74 42.50 17.50 7.50 1.79 42.50 17.50 7.00 1.87 42.50 17.50 6.50 1.88 42.50 18.75 10.75 2.07 42.50 18.75 10.25 1.96 42.50 18.75 9.75 1.70 42.50 18.75 9.25 1.68 42.50 18.75 8.75 1.71 42.50 18.75 8.25 1.79 42.50 18.75 7.75 1.80 42.50 20.00 12.00 1.97 42.50 20.00 11.50 1.88 42.50 20.00 11.00 1.71 42.50 20.00 10.50 1.67 42.50 20.00 10.00 1.69 42.50 20.00 9.50 1.75 42.50 20.00 9.00 1.75 42.50 21.25 13.25 1.93 42.50 21.25 12.75 1.84 42.50 21.25 12.25 1.67 42.50 21.25 11.75 1.65 42.50 21.25 11.25 1.69 42.50 21.25 10.75 1.74 42.50 21.25 10.25 1.73 42.50 22.50 14.50 1.94 42.50 22.50 14.00 1.82 42.50 22.50 13.50 1.65 42.50 22.50 13.00 1.63 42.50 22.50 12.50 1.68 42.50 22.50 12.00 1.76 42.50 22.50 11.50 1.74 [End of Data] [END OF ZONE RESULTS] [CircleResults] 11.000 8.000 7 5 5 40.000 20.000 10.000 1.587 37.500 17.500 7.500 2.047 37.500 18.750 8.250 2.020 37.500 20.000 9.500 2.064 37.500 21.250 10.750 2.116 37.500 22.500 12.000 2.184 38.750 17.500 8.000 1.778 38.750 18.750 8.750 1.714 38.750 20.000 9.500 1.739 38.750 21.250 10.250 1.770 38.750 22.500 11.500 1.845 40.000 17.500 6.500 1.707 40.000 18.750 8.750 1.615 40.000 20.000 10.000 1.587 40.000 21.250 11.250 1.592 40.000 22.500 12.500 1.651 41.250 17.500 8.000 1.630 41.250 18.750 8.750 1.630 41.250 20.000 10.500 1.604 41.250 21.250 11.750 1.596 41.250 22.500 13.000 1.598 42.500 17.500 8.000 1.739 42.500 18.750 9.250 1.681 42.500 20.000 10.500 1.666 42.500 21.250 11.750 1.651 42.500 22.500 13.000 1.626 [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] 1.587 34 40.000 20.000 10.000 31.238 46.150 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] 31.528 31.238 14.687 15.181 15.187 15.181 31.927 31.528 14.099 14.687 15.195 15.187 32.325 31.927 13.590 14.099 15.192 15.195 32.723 32.325 13.141 13.590 15.165 15.192 33.121 32.723 12.742 13.141 15.139 15.165 33.519 33.121 12.385 12.742 15.112 15.139 33.938 33.519 12.047 12.385 15.084 15.112 34.357 33.938 11.744 12.047 15.056 15.084 34.776 34.357 11.473 11.744 15.028 15.056 35.195 34.776 11.230 11.473 15.000 15.028 35.614 35.195 11.013 11.230 14.849 15.000 36.094 35.614 10.795 11.013 14.675 14.849 36.573 36.094 10.606 10.795 14.501 14.675 37.052 36.573 10.444 10.606 14.327 14.501 37.531 37.052 10.310 10.444 14.152 14.327 38.010 37.531 10.200 10.310 13.978 14.152 38.429 38.010 10.124 10.200 13.826 13.978 38.848 38.429 10.067 10.124 13.673 13.826 39.268 38.848 10.027 10.067 13.521 13.673 39.687 39.268 10.005 10.027 13.368 13.521 40.106 39.687 10.001 10.005 13.216 13.368 40.525 40.106 10.014 10.001 13.064 13.216 41.013 40.525 10.051 10.014 12.886 13.064 41.502 41.013 10.113 10.051 12.708 12.886 41.990 41.502 10.200 10.113 12.537 12.708 42.475 41.990 10.311 10.200 12.375 12.537 42.960 42.475 10.448 10.311 12.213 12.375 43.445 42.960 10.612 10.448 12.188 12.213 43.929 43.445 10.804 10.612 12.175 12.188 44.414 43.929 11.027 10.804 12.162 12.175 44.899 44.414 11.282 11.027 12.149 12.162 45.384 44.899 11.573 11.282 12.136 12.149 45.869 45.384 11.903 11.573 12.122 12.136 46.150 45.869 12.115 11.903 12.115 12.122 [End of Data] [End of SliceGeometry] [strength and Loads] [Column Indication] CohBottom PhiBottom Cu K0 PoreOnSurface YFrea HPoreOnSurface VPoreOnSurface Weight ExternalLoad PseudoFactor [End of Column Indication] [Data] 0.000 30.000 0.000 0.000 0.000 12.446 0.000 -0.000 1.380 3.475 0.000 1.000 25.000 0.000 0.000 0.000 12.436 0.000 -0.000 6.033 3.987 0.000 1.000 25.000 0.000 0.000 0.000 12.425 -0.000 -0.000 10.240 3.423 0.000 1.000 25.000 0.000 0.000 0.000 12.413 -0.000 -0.000 13.616 3.047 0.000 1.000 25.000 0.000 0.000 0.000 12.402 -0.000 -0.000 16.627 2.776 0.000 1.000 25.000 0.000 0.000 0.000 12.390 -0.000 -0.000 19.293 2.572 0.000 1.000 25.000 0.000 0.000 0.000 12.379 -0.000 -0.000 22.904 2.537 0.000 1.000 25.000 0.000 0.000 0.000 12.366 -0.000 -0.000 25.274 2.398 0.000 1.000 25.000 0.000 0.000 0.000 12.354 -0.000 -0.000 27.368 2.285 0.000 1.000 25.000 0.000 0.000 0.000 12.342 -0.000 -0.000 29.219 0.000 0.000 1.000 25.000 0.000 0.000 0.000 12.330 -0.000 -0.000 30.375 0.000 0.000 2.000 23.000 0.000 0.000 0.000 12.317 -0.000 -0.000 35.195 0.000 0.000 2.000 23.000 0.000 0.000 0.000 12.303 -0.000 -0.000 35.371 0.000 0.000 2.000 23.000 0.000 0.000 0.000 12.289 -0.000 -0.000 35.292 0.000 0.000 2.000 23.000 0.000 0.000 0.000 12.276 -0.000 -0.000 34.972 0.000 0.000 2.000 23.000 0.000 0.000 0.000 12.262 -0.000 -0.000 34.423 0.000 0.000 1.000 20.000 0.000 0.000 0.000 12.249 -0.000 -0.000 29.492 0.000 0.000 1.000 20.000 0.000 0.000 0.000 12.237 -0.000 -0.000 28.755 0.000 0.000 1.000 20.000 0.000 0.000 0.000 12.225 -0.000 -0.000 27.878 0.000 0.000 1.000 20.000 0.000 0.000 0.000 12.212 -0.000 -0.000 26.863 0.000 0.000 1.000 20.000 0.000 0.000 0.000 12.200 -0.000 -0.000 25.710 0.000 0.000 1.000 20.000 0.000 0.000 0.000 12.188 -0.000 -0.000 24.421 0.000 0.000 1.000 20.000 0.000 0.000 0.000 12.171 -0.000 -0.000 26.672 0.000 0.000 1.000 20.000 0.000 0.000 0.000 12.145 -0.000 -0.000 24.608 0.000 0.000 1.000 20.000 0.000 0.000 0.000 12.120 -0.000 -0.000 22.322 0.000 0.000 2.000 23.000 0.000 0.000 0.000 12.094 -0.000 -0.000 19.809 0.000 0.000 2.000 23.000 0.000 0.000 0.000 12.069 -0.000 -0.000 17.246 0.000 0.000 2.000 23.000 0.000 0.000 0.000 12.043 -0.000 -0.000 14.997 0.000 0.000 2.000 23.000 0.000 0.000 0.000 12.018 -0.000 -0.000 13.271 0.000 0.000 2.000 23.000 0.000 0.000 0.000 11.992 -0.000 -0.000 11.280 0.000 0.000 2.000 23.000 0.000 0.000 0.000 11.967 -0.000 -0.000 9.005 0.000 0.000 2.000 23.000 0.000 0.000 0.000 11.942 -0.000 -0.000 6.423 0.000 0.000 2.000 23.000 0.000 0.000 0.000 11.916 -0.000 -0.000 3.503 0.000 0.000 2.000 23.000 0.000 0.000 0.000 11.896 -0.000 -0.000 0.567 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] 16.711 16.711 0.000 0.000 0.000 3.756 10.323 0.000 0.000 0.000 0.000 0.000 0.000 25.172 25.172 0.000 0.000 0.000 5.600 16.910 0.000 0.000 0.000 0.000 0.000 0.000 34.323 34.323 0.000 0.000 0.000 7.789 24.359 0.000 0.000 0.000 0.000 0.000 0.000 41.856 41.856 0.000 0.000 0.000 9.713 30.910 0.000 0.000 0.000 0.000 0.000 0.000 48.740 48.740 0.000 0.000 0.000 11.550 37.158 0.000 0.000 0.000 0.000 0.000 0.000 54.927 54.927 0.000 0.000 0.000 13.269 43.008 0.000 0.000 0.000 0.000 0.000 0.000 60.701 59.104 1.597 0.000 1.597 14.553 47.379 0.000 0.000 0.000 0.000 0.000 1.597 66.025 61.406 4.619 0.000 4.619 15.406 50.281 0.000 0.000 0.000 0.000 0.000 4.619 70.753 63.437 7.316 0.000 7.316 16.191 52.953 0.000 0.000 0.000 0.000 0.000 7.316 69.716 59.996 9.720 0.000 9.720 15.603 50.950 0.000 0.000 0.000 0.000 0.000 9.720 72.474 60.617 11.857 0.000 11.857 16.009 52.332 0.000 0.000 0.000 0.000 0.000 11.857 73.458 59.395 13.865 0.000 14.063 15.285 52.428 0.000 0.000 0.000 0.000 0.000 14.063 73.825 57.554 15.727 0.000 16.272 15.067 51.613 0.000 0.000 0.000 0.000 0.000 16.272 73.660 55.530 17.308 0.000 18.130 14.784 50.556 0.000 0.000 0.000 0.000 0.000 18.130 72.993 53.326 18.625 0.000 19.667 14.438 49.262 0.000 0.000 0.000 0.000 0.000 19.667 71.846 50.943 19.688 0.000 20.903 14.029 47.733 0.000 0.000 0.000 0.000 0.000 20.903 70.360 48.549 20.470 0.000 21.811 11.297 46.505 0.000 0.000 0.000 0.000 0.000 21.811 68.602 46.166 21.006 0.000 22.436 10.876 44.671 0.000 0.000 0.000 0.000 0.000 22.436 66.509 43.648 21.365 0.000 22.861 10.416 42.662 0.000 0.000 0.000 0.000 0.000 22.861 64.086 40.996 21.548 0.000 23.091 9.914 40.476 0.000 0.000 0.000 0.000 0.000 23.091 61.337 38.208 21.558 0.000 23.129 9.372 38.110 0.000 0.000 0.000 0.000 0.000 23.129 58.262 35.282 21.396 0.000 22.979 8.787 35.560 0.000 0.000 0.000 0.000 0.000 22.979 54.620 32.050 20.979 0.000 22.569 8.126 32.678 0.000 0.000 0.000 0.000 0.000 22.569 50.392 28.542 20.239 0.000 21.850 7.392 29.479 0.000 0.000 0.000 0.000 0.000 21.850 45.711 24.846 19.258 0.000 20.866 6.598 26.016 0.000 0.000 0.000 0.000 0.000 20.866 40.854 21.240 18.038 0.000 19.614 7.395 22.934 0.000 0.000 0.000 0.000 0.000 19.614 35.568 17.483 16.572 0.000 18.085 6.422 19.297 0.000 0.000 0.000 0.000 0.000 18.085 30.930 14.668 14.846 0.000 16.261 5.700 16.596 0.000 0.000 0.000 0.000 0.000 16.261 27.370 13.244 12.849 0.000 14.126 5.374 15.376 0.000 0.000 0.000 0.000 0.000 14.126 23.263 11.606 10.563 0.000 11.657 4.976 13.892 0.000 0.000 0.000 0.000 0.000 11.657 18.572 9.744 7.969 0.000 8.828 4.501 12.114 0.000 0.000 0.000 0.000 0.000 8.828 13.247 7.642 5.041 0.000 5.605 3.936 10.003 0.000 0.000 0.000 0.000 0.000 5.605 7.225 5.277 1.745 0.000 1.948 3.267 7.503 0.000 0.000 0.000 0.000 0.000 1.948 2.016 2.016 0.000 0.000 0.000 2.253 3.710 0.000 0.000 0.000 0.000 0.000 0.000 [End of Data] [End of Stresses] [End of Dump] [CALCULATION TIME] 00:00:00 [END OF CALCULATION TIME] [End of Dump File]