Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : ARCADIS Nederland BV Mobiliteit LICENSE : Unknown DATE : 15-Aug-13 TIME : 9:34:41 FILENAME : C:\Temp\DAM2\47-099 Veerweg.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] 8 = 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 klei_grijs SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.90 SoilGamWet=16.90 SoilRestSlope=1 SoilCohesion=4.00 SoilPhi=21.00 SoilDilatancy=22.60 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 veen_1 SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.30 SoilGamWet=11.00 SoilRestSlope=1 SoilCohesion=2.50 SoilPhi=12.50 SoilDilatancy=11.80 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_bruin SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.30 SoilGamWet=18.60 SoilRestSlope=1 SoilCohesion=3.00 SoilPhi=22.50 SoilDilatancy=22.70 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_dijk SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.30 SoilGamWet=19.40 SoilRestSlope=1 SoilCohesion=4.50 SoilPhi=23.00 SoilDilatancy=21.20 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_WL SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.00 SoilGamWet=19.50 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=28.00 SoilDilatancy=28.00 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 bekleding 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 berm_WL SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=17.50 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] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 55 - Number of geometry points - 1 110.000 0.000 0.000 2 0.000 0.000 0.000 3 110.000 6.800 0.000 4 0.000 6.800 0.000 5 110.000 7.400 0.000 6 82.300 7.400 0.000 7 74.000 7.200 0.000 8 0.000 7.200 0.000 9 110.000 8.200 0.000 10 82.300 8.200 0.000 11 74.000 8.000 0.000 12 46.000 7.800 0.000 13 0.000 7.800 0.000 14 110.000 9.200 0.000 15 82.300 9.200 0.000 16 74.000 9.000 0.000 17 57.200 9.000 0.000 18 46.000 9.200 0.000 19 0.000 9.200 0.000 20 110.000 9.800 0.000 21 90.000 9.800 0.000 22 82.300 10.000 0.000 23 74.000 9.800 0.000 24 57.200 9.800 0.000 25 46.000 10.300 0.000 26 32.000 10.000 0.000 27 0.000 10.000 0.000 28 80.200 10.900 0.000 29 77.800 12.000 0.000 30 74.000 13.300 0.000 31 68.800 13.700 0.000 32 68.800 13.000 0.000 33 64.400 13.000 0.000 34 64.400 13.700 0.000 35 57.200 13.700 0.000 36 87.300 10.700 0.000 37 110.000 9.700 0.000 38 90.000 9.700 0.000 39 82.300 9.980 0.000 40 77.800 10.450 0.000 41 64.400 11.100 0.000 42 56.600 12.200 0.000 43 55.209 13.060 0.000 44 0.000 13.060 0.000 45 110.000 11.880 0.000 46 83.000 11.880 0.000 47 82.300 12.010 0.000 48 82.300 6.800 0.000 49 93.400 6.800 0.000 50 93.400 7.400 0.000 51 93.400 8.200 0.000 52 93.400 9.200 0.000 53 93.400 9.800 0.000 54 32.000 13.060 0.000 55 46.000 12.750 0.000 [END OF POINTS] [CURVES] 57 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 25 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 26 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 22 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 28 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 29 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 30 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 34 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 35 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 3 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 48 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 5 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 50 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 6 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 7 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 9 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 51 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 10 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 11 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 12 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 14 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 52 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 15 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 16 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 17 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 18 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 20 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 53 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 21 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 22 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 23 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 24 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 31 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 32 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 33 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 31 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 15 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 10 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 6 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 48 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 52 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 51 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 50 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 49 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 1 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 37 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 38 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 39 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 40 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 41 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 42 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 43 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 54 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 45 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 46 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 47 [END OF CURVES] [BOUNDARIES] 16 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 45 1 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 11 10 9 2 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 15 14 40 10 9 3 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 20 19 18 39 40 10 9 4 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 26 25 24 23 38 39 40 10 9 5 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 2 1 32 31 30 37 38 39 40 10 9 6 - Boundary number 17 - number of curves on boundary, next line(s) are curvenumbers 2 1 8 7 35 34 33 6 5 4 3 37 38 39 40 10 9 7 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 2 1 8 7 36 6 5 4 3 37 38 39 40 10 9 8 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 2 1 8 7 36 6 5 4 3 37 38 39 13 44 9 9 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 2 1 8 7 36 6 5 4 3 37 38 17 43 44 9 10 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 2 1 8 7 36 6 5 4 3 37 22 42 43 44 9 11 - Boundary number 16 - number of curves on boundary, next line(s) are curvenumbers 2 1 8 7 36 6 5 4 3 29 28 41 42 43 44 9 12 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 2 1 8 7 36 6 5 4 3 29 28 41 42 43 12 13 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 2 1 8 7 36 6 5 4 3 29 28 41 42 16 14 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 2 1 8 7 36 6 5 4 3 29 28 41 21 15 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 2 1 8 7 36 6 5 4 3 29 28 27 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 16 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 16 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 16 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 8 - number of curves on PlLine, next line(s) are curvenumbers 53 52 51 50 49 48 47 46 2 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 53 56 57 55 54 [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] 15 - 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 klei_grijs 99 - 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 veen_1 99 - Piezometric level line at top of layer 99 - 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_grijs 99 - Piezometric level line at top of layer 99 - 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 klei_bruin 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 klei_dijk 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 47 zand_dijk_WL 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 klei_grijs 99 - Piezometric level line at top of layer 2 - 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 veen_1 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 9 - Boundarynumber at top of layer 8 - Boundarynumber at bottom of layer 10 - Layer number, next line is material of layer 47 klei_grijs 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 10 - Boundarynumber at top of layer 9 - Boundarynumber at bottom of layer 11 - Layer number, next line is material of layer 47 klei_bruin 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 11 - Boundarynumber at top of layer 10 - Boundarynumber at bottom of layer 12 - Layer number, next line is material of layer 47 klei_grijs 99 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 12 - Boundarynumber at top of layer 11 - Boundarynumber at bottom of layer 13 - Layer number, next line is material of layer 47 veen_1 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 13 - Boundarynumber at top of layer 12 - Boundarynumber at bottom of layer 14 - Layer number, next line is material of layer 47 klei_grijs 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 14 - Boundarynumber at top of layer 13 - Boundarynumber at bottom of layer 15 - Layer number, next line is material of layer 47 klei_bruin 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 15 - Boundarynumber at top of layer 14 - 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 berekeningen Dp 99, MHW2006 (+13.06), zone I (eis = 1,100) [MODEL] 1 : Bishop 1 : C phi 0 : Probabilistic off 1 : Mean 1 : Geotextiles on 0 : Nails off 0 : Zone plot off 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [FORBIDDEN LINES] 5 - Forbidden lines 1 82.30 10.00 - X1 Y1 80.20 10.90 - X2 Y2 2 77.80 12.00 - X1 Y1 80.20 10.90 - X2 Y2 3 77.80 12.00 - X1 Y1 74.00 13.30 - X2 Y2 4 68.80 13.70 - X1 Y1 74.00 13.30 - X2 Y2 5 68.80 13.70 - X1 Y1 64.10 13.70 - X2 Y2 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 15 Number of layers 15 100 14 100 100 13 100 100 100 12 100 100 100 100 11 100 100 100 100 100 10 100 100 100 100 100 100 9 100 100 100 100 100 100 100 8 100 100 100 100 100 100 100 100 7 100 100 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 10 10 10 10 30 100 10 10 10 10 10 10 10 10 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 78.500 83.500 5 X-direction 27.500 32.500 5 Y-direction 8.500 5.500 7 Tangent lines 100.000 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 66.25 68.75 = 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] 15 [LIFT SLIP DATA] 100.000 100.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 100.000 100.000 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 15 - Number of layers 2 2 = Pl-top and pl-bottom 99 2 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 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 99 2 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 1 99 = Pl-top and pl-bottom 99 2 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 1 99 = 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] 100.00 = X co-ordinate indicating start of zone [m] 100.00 = 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 100.00 = Left side minimum road [m] 100.00 = 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] 78.50 27.50 22.00 1.53 78.50 27.50 21.50 1.44 78.50 27.50 21.00 1.37 78.50 27.50 20.50 1.31 78.50 27.50 20.00 1.31 78.50 28.75 23.25 1.56 78.50 28.75 22.75 1.47 78.50 28.75 22.25 1.39 78.50 28.75 21.75 1.35 78.50 28.75 21.25 1.34 78.50 30.00 24.50 1.59 78.50 30.00 24.00 1.50 78.50 30.00 23.50 1.42 78.50 30.00 23.00 1.37 78.50 30.00 22.50 1.38 78.50 30.00 22.00 1.60 78.50 31.25 25.75 1.62 78.50 31.25 25.25 1.53 78.50 31.25 24.75 1.45 78.50 31.25 24.25 1.40 78.50 31.25 23.75 1.40 78.50 31.25 23.25 1.64 78.50 31.25 22.75 1.85 78.50 32.50 27.00 1.65 78.50 32.50 26.50 1.56 78.50 32.50 26.00 1.48 78.50 32.50 25.50 1.43 78.50 32.50 25.00 1.43 78.50 32.50 24.50 1.68 78.50 32.50 24.00 1.89 79.75 27.50 22.00 1.40 79.75 27.50 21.50 1.32 79.75 27.50 21.00 1.24 79.75 28.75 23.25 1.44 79.75 28.75 22.75 1.34 79.75 28.75 22.25 1.27 79.75 28.75 21.75 1.26 79.75 30.00 24.50 1.47 79.75 30.00 24.00 1.37 79.75 30.00 23.50 1.30 79.75 30.00 23.00 1.30 79.75 31.25 25.75 1.50 79.75 31.25 25.25 1.41 79.75 31.25 24.75 1.33 79.75 31.25 24.25 1.32 79.75 31.25 23.75 1.35 79.75 32.50 27.00 1.53 79.75 32.50 26.50 1.44 79.75 32.50 26.00 1.36 79.75 32.50 25.50 1.35 79.75 32.50 25.00 1.38 79.75 32.50 24.50 1.58 81.00 27.50 22.00 1.31 81.00 28.75 23.25 1.34 81.00 28.75 22.75 1.24 81.00 30.00 24.50 1.37 81.00 30.00 24.00 1.27 81.00 30.00 23.50 1.20 81.00 31.25 25.75 1.40 81.00 31.25 25.25 1.31 81.00 31.25 24.75 1.24 81.00 32.50 27.00 1.43 81.00 32.50 26.50 1.33 81.00 32.50 26.00 1.26 81.00 32.50 25.50 1.30 82.25 30.00 24.50 1.29 82.25 31.25 25.75 1.32 82.25 31.25 25.25 1.22 82.25 32.50 27.00 1.35 82.25 32.50 26.50 1.25 [End of Data] [END OF ZONE RESULTS] [CircleResults] 8.500 5.500 7 5 5 81.000 30.000 23.500 1.204 78.500 27.500 20.000 1.309 78.500 28.750 21.250 1.342 78.500 30.000 23.000 1.370 78.500 31.250 24.250 1.400 78.500 32.500 25.500 1.430 79.750 27.500 21.000 1.244 79.750 28.750 21.750 1.264 79.750 30.000 23.000 1.300 79.750 31.250 24.250 1.322 79.750 32.500 25.500 1.354 81.000 27.500 22.000 1.309 81.000 28.750 22.750 1.244 81.000 30.000 23.500 1.204 81.000 31.250 24.750 1.240 81.000 32.500 26.000 1.262 82.250 27.500 0.000 9999.999 82.250 28.750 0.000 9999.999 82.250 30.000 24.500 1.289 82.250 31.250 25.250 1.218 82.250 32.500 26.500 1.248 83.500 27.500 0.000 9999.999 83.500 28.750 0.000 9999.999 83.500 30.000 0.000 9999.999 83.500 31.250 0.000 9999.999 83.500 32.500 0.000 9999.999 [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] 1.204 39 81.000 30.000 23.500 64.072 93.009 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] 64.400 64.072 13.366 13.700 13.700 13.700 64.775 64.400 13.000 13.366 13.700 13.700 65.591 64.775 12.257 13.000 13.700 13.700 66.406 65.591 11.581 12.257 13.700 13.700 67.221 66.406 10.963 11.581 13.700 13.700 68.106 67.221 10.353 10.963 13.700 13.700 68.991 68.106 9.800 10.353 13.685 13.700 69.722 68.991 9.383 9.800 13.629 13.685 70.452 69.722 9.000 9.383 13.573 13.629 71.222 70.452 8.631 9.000 13.514 13.573 71.992 71.222 8.295 8.631 13.454 13.514 72.762 71.992 7.991 8.295 13.395 13.454 73.573 72.762 7.705 7.991 13.333 13.395 74.383 73.573 7.451 7.705 13.169 13.333 75.193 74.383 7.229 7.451 12.892 13.169 75.881 75.193 7.064 7.229 12.656 12.892 76.569 75.881 6.922 7.064 12.421 12.656 77.257 76.569 6.800 6.922 12.186 12.421 78.072 77.257 6.683 6.800 11.876 12.186 78.886 78.072 6.595 6.683 11.502 11.876 79.701 78.886 6.536 6.595 11.129 11.502 80.515 79.701 6.505 6.536 10.765 11.129 81.330 80.515 6.502 6.505 10.416 10.765 82.144 81.330 6.528 6.502 10.067 10.416 82.300 82.144 6.536 6.528 10.000 10.067 83.114 82.300 6.595 6.536 9.979 10.000 83.929 83.114 6.683 6.595 9.958 9.979 84.743 83.929 6.800 6.683 9.937 9.958 85.642 84.743 6.963 6.800 9.913 9.937 86.542 85.642 7.163 6.963 9.890 9.913 87.441 86.542 7.400 7.163 9.866 9.890 88.219 87.441 7.636 7.400 9.846 9.866 88.997 88.219 7.903 7.636 9.826 9.846 89.776 88.997 8.200 7.903 9.806 9.826 90.496 89.776 8.504 8.200 9.800 9.806 91.216 90.496 8.837 8.504 9.800 9.800 91.937 91.216 9.200 8.837 9.800 9.800 92.839 91.937 9.700 9.200 9.800 9.800 93.009 92.839 9.800 9.700 9.800 9.800 [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] 4.500 23.000 0.000 0.000 0.000 11.123 0.000 -0.000 1.057 0.000 0.000 0.000 28.000 0.000 0.000 0.000 11.091 0.000 -0.000 3.684 0.000 0.000 4.500 23.000 0.000 0.000 0.000 11.062 0.000 -0.000 16.689 0.000 0.000 4.500 23.000 0.000 0.000 0.000 11.022 0.000 -0.000 27.857 6.255 0.000 4.500 23.000 0.000 0.000 0.000 10.983 0.000 -0.000 38.043 5.444 0.000 4.500 23.000 0.000 0.000 0.000 10.942 0.000 -0.000 51.790 5.260 0.000 4.500 23.000 0.000 0.000 0.000 10.899 -0.000 -0.000 61.770 4.766 0.000 3.000 22.500 0.000 0.000 0.000 10.860 -0.000 -0.000 57.300 3.649 0.000 3.000 22.500 0.000 0.000 0.000 10.824 -0.000 -0.000 61.940 3.442 0.000 4.000 21.000 0.000 0.000 0.000 10.788 -0.000 -0.000 69.558 3.444 0.000 4.000 21.000 0.000 0.000 0.000 10.750 -0.000 -0.000 73.262 0.000 0.000 4.000 21.000 0.000 0.000 0.000 10.713 -0.000 -0.000 76.540 0.000 0.000 2.500 12.500 0.000 0.000 0.000 10.675 -0.000 -0.000 82.943 0.000 0.000 2.500 12.500 0.000 0.000 0.000 10.635 -0.000 -0.000 84.345 0.000 0.000 2.500 12.500 0.000 0.000 0.000 10.596 -0.000 -0.000 82.090 0.000 0.000 4.000 21.000 0.000 0.000 0.000 10.560 -0.000 -0.000 68.019 0.000 0.000 4.000 21.000 0.000 0.000 0.000 10.526 -0.000 -0.000 66.649 0.000 0.000 4.000 21.000 0.000 0.000 0.000 10.493 -0.000 -0.000 65.029 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.457 -0.000 -0.000 74.697 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.379 -0.000 -0.000 70.698 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.294 -0.000 -0.000 65.982 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.209 -0.000 -0.000 60.802 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.124 -0.000 -0.000 55.498 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.039 -0.000 -0.000 49.778 0.000 0.000 0.000 30.000 0.000 0.000 0.000 9.988 -0.000 -0.000 8.850 0.000 0.000 0.000 30.000 0.000 0.000 0.000 9.965 -0.000 -0.000 44.954 0.000 0.000 0.000 30.000 0.000 0.000 0.000 9.936 -0.000 -0.000 43.432 0.000 0.000 0.000 30.000 0.000 0.000 0.000 9.906 -0.000 -0.000 41.443 0.000 0.000 4.000 21.000 0.000 0.000 0.000 9.875 -0.000 -0.000 43.109 0.000 0.000 4.000 21.000 0.000 0.000 0.000 9.842 -0.000 -0.000 39.958 0.000 0.000 4.000 21.000 0.000 0.000 0.000 9.809 -0.000 -0.000 36.244 0.000 0.000 2.500 12.500 0.000 0.000 0.000 9.779 -0.000 -0.000 28.466 0.000 0.000 2.500 12.500 0.000 0.000 0.000 9.751 -0.000 -0.000 26.021 0.000 0.000 2.500 12.500 0.000 0.000 0.000 9.722 -0.000 -0.000 23.314 0.000 0.000 4.000 21.000 0.000 0.000 0.000 9.700 -0.000 -0.000 18.341 0.000 0.000 4.000 21.000 0.000 0.000 0.000 9.700 0.000 -0.000 14.465 0.000 0.000 4.000 21.000 0.000 0.000 0.000 9.700 0.000 -0.000 10.228 0.000 0.000 3.000 22.500 0.000 0.000 0.000 9.700 0.000 -0.000 5.847 0.000 0.000 3.000 22.500 0.000 0.000 0.000 9.700 0.000 -0.000 0.155 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] 3.223 3.223 0.000 0.000 0.000 3.586 -0.428 0.000 0.000 0.000 0.000 0.000 0.000 9.823 9.823 0.000 0.000 0.000 3.031 6.865 0.000 0.000 0.000 0.000 0.000 0.000 20.465 20.465 0.000 0.000 0.000 8.290 12.917 0.000 0.000 0.000 0.000 0.000 0.000 41.830 41.830 0.000 0.000 0.000 14.300 29.965 0.000 0.000 0.000 0.000 0.000 0.000 53.326 53.326 0.000 0.000 0.000 17.786 39.854 0.000 0.000 0.000 0.000 0.000 0.000 64.472 57.529 2.782 0.000 2.782 19.321 44.207 0.000 0.000 0.000 0.000 4.161 6.943 75.191 63.355 8.066 0.000 8.066 21.364 50.004 0.000 0.000 0.000 0.000 3.770 11.836 83.420 65.523 12.439 0.000 13.403 20.924 53.585 0.000 0.000 0.000 0.000 4.495 17.898 89.490 66.379 16.015 0.000 18.870 21.455 55.128 0.000 0.000 0.000 0.000 4.240 23.110 94.818 66.755 19.349 0.000 24.037 21.339 56.518 0.000 0.000 0.000 0.000 4.026 28.063 95.156 66.254 22.441 0.000 28.903 21.459 56.895 0.000 0.000 0.000 0.000 0.000 28.903 99.413 66.078 25.212 0.000 33.335 21.662 57.532 0.000 0.000 0.000 0.000 0.000 33.335 102.362 64.919 27.731 0.000 37.443 13.171 60.262 0.000 0.000 0.000 0.000 0.000 37.443 104.092 62.875 29.995 0.000 41.217 12.908 58.833 0.000 0.000 0.000 0.000 0.000 41.217 101.310 56.742 31.944 0.000 44.568 11.921 53.473 0.000 0.000 0.000 0.000 0.000 44.568 98.868 51.583 33.484 0.000 47.286 18.366 47.193 0.000 0.000 0.000 0.000 0.000 47.286 96.877 47.441 34.664 0.000 49.436 17.301 43.850 0.000 0.000 0.000 0.000 0.000 49.436 94.523 43.248 35.633 0.000 51.276 16.197 40.387 0.000 0.000 0.000 0.000 0.000 51.276 91.709 39.099 36.444 0.000 52.610 17.541 36.584 0.000 0.000 0.000 0.000 0.000 52.610 86.799 33.348 36.688 0.000 53.451 15.203 31.707 0.000 0.000 0.000 0.000 0.000 53.451 81.009 26.998 36.576 0.000 54.011 12.508 26.087 0.000 0.000 0.000 0.000 0.000 54.011 74.649 20.359 36.184 0.000 54.291 9.587 19.994 0.000 0.000 0.000 0.000 0.000 54.291 68.138 13.845 35.515 0.000 54.293 6.628 13.824 0.000 0.000 0.000 0.000 0.000 54.293 61.115 7.097 34.568 0.000 54.018 3.455 7.206 0.000 0.000 0.000 0.000 0.000 54.018 56.728 2.973 33.906 0.000 53.756 1.462 3.049 0.000 0.000 0.000 0.000 0.000 53.756 55.203 2.536 33.350 0.000 52.667 1.260 2.628 0.000 0.000 0.000 0.000 0.000 52.667 53.335 1.923 32.337 0.000 51.412 0.972 2.028 0.000 0.000 0.000 0.000 0.000 51.412 50.892 0.484 31.042 0.000 50.408 0.249 0.520 0.000 0.000 0.000 0.000 0.000 50.408 47.929 0.000 29.364 0.000 48.513 3.526 0.639 0.000 0.000 0.000 0.000 0.000 47.929 44.426 0.000 27.263 0.000 45.527 3.575 0.794 0.000 0.000 0.000 0.000 0.000 44.426 40.297 0.000 24.800 0.000 41.863 3.627 0.956 0.000 0.000 0.000 0.000 0.000 40.297 36.585 0.000 22.177 0.000 37.820 2.199 0.668 0.000 0.000 0.000 0.000 0.000 36.585 33.442 0.000 19.434 0.000 33.459 2.216 0.758 0.000 0.000 0.000 0.000 0.000 33.442 29.963 1.468 16.392 0.000 28.495 2.524 2.433 0.000 0.000 0.000 0.000 0.000 28.495 25.461 2.297 13.224 0.000 23.165 4.684 4.273 0.000 0.000 0.000 0.000 0.000 23.165 20.080 2.387 10.100 0.000 17.692 4.788 4.600 0.000 0.000 0.000 0.000 0.000 17.692 14.198 2.486 6.686 0.000 11.712 4.902 4.957 0.000 0.000 0.000 0.000 0.000 11.712 6.480 2.184 2.453 0.000 4.296 4.006 4.404 0.000 0.000 0.000 0.000 0.000 4.296 0.915 0.915 0.000 0.000 0.000 3.519 2.987 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]