Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : ARCADIS Nederland BV Mobiliteit LICENSE : Unknown DATE : 15-Aug-13 TIME : 14:47:23 FILENAME : C:\Users\koopmansr\Documents\_Data\WRIJ 2011-2013\Pilot DAM\D-Geo_WRIJ\DR50\Zonder p=c=0\50-085+60_Helbergen.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] 50 Eemformatie SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=18.00 SoilRestSlope=1 SoilCohesion=10.00 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] 50 1e_WVP_WL SoilColor=9946300 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] 50 klei_bruin SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.10 SoilGamWet=18.70 SoilRestSlope=1 SoilCohesion=8.80 SoilPhi=20.40 SoilDilatancy=20.40 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] 50 klei_zandig SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.70 SoilGamWet=19.00 SoilRestSlope=1 SoilCohesion=0.90 SoilPhi=22.70 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] 50 zand_dijk_WL SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.50 SoilGamWet=20.00 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] 50 zand_dijk_siltig_WL SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.50 SoilGamWet=20.00 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] 50 zavel SoilColor=5866717 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] 50 kleibekleding SoilColor=6923673 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] 50 bestorting_WL SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.00 SoilGamWet=20.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=35.00 SoilDilatancy=35.00 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] 50 - Number of geometry points - 1 0.000 -5.000 0.000 2 110.000 -5.000 0.000 3 0.000 -4.400 0.000 4 110.000 -4.400 0.000 5 0.000 -2.000 0.000 6 8.000 -2.000 0.000 7 18.000 2.000 0.000 8 18.200 1.600 0.000 9 38.000 2.600 0.000 10 40.600 3.200 0.000 11 110.000 3.200 0.000 12 43.200 3.800 0.000 13 110.000 3.800 0.000 14 46.400 4.600 0.000 15 59.400 4.600 0.000 16 65.200 4.400 0.000 17 110.000 4.400 0.000 18 65.200 4.600 0.000 19 110.000 4.600 0.000 20 52.200 6.000 0.000 21 52.200 5.400 0.000 22 55.000 5.800 0.000 23 59.400 6.000 0.000 24 60.600 6.600 0.000 25 110.000 6.600 0.000 26 62.000 7.200 0.000 27 110.000 7.200 0.000 28 64.600 8.400 0.000 29 81.600 8.800 0.000 30 85.400 8.400 0.000 31 85.400 8.800 0.000 32 110.000 8.800 0.000 33 65.600 9.400 0.000 34 66.200 10.400 0.000 35 68.000 10.400 0.000 36 68.000 10.000 0.000 37 73.800 9.600 0.000 38 73.800 10.000 0.000 39 52.200 6.400 0.000 40 54.800 6.800 0.000 41 65.200 10.300 0.000 42 38.000 3.000 0.000 43 0.000 9.490 0.000 44 38.000 9.490 0.000 45 63.200 9.490 0.000 46 64.000 8.700 0.000 47 88.000 8.000 0.000 48 110.000 8.000 0.000 49 52.200 9.200 0.000 50 68.500 10.350 0.000 [END OF POINTS] [CURVES] 51 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 12 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 14 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 18 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 20 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 26 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 28 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 33 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 29 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 31 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 39 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 34 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 42 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 39 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 49 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 48 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 50 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 38 [END OF CURVES] [BOUNDARIES] 13 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 40 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 1 2 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 7 3 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 8 9 4 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 8 10 11 12 13 5 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 8 10 11 14 15 6 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 8 10 16 17 18 19 20 21 7 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 8 10 16 17 18 19 20 22 23 8 - Boundary number 18 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 8 10 16 17 18 19 20 22 24 25 26 27 28 9 - Boundary number 19 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 8 10 16 17 18 29 30 31 32 33 34 26 27 28 10 - Boundary number 17 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 8 10 16 17 18 29 30 31 50 51 35 28 11 - Boundary number 17 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 8 10 16 36 37 38 39 31 50 51 35 28 12 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 2 3 41 42 37 38 39 31 50 51 35 28 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 13 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 13 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 13 - Number of boundaries - 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 5 - number of curves on PlLine, next line(s) are curvenumbers 43 44 45 46 47 2 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 43 48 49 [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] 12 - Number of layers - 1 - Layer number, next line is material of layer 50 Eemformatie 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 50 1e_WVP_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 50 klei_bruin 2 - 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 50 1e_WVP_WL 2 - 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 50 klei_zandig 2 - Piezometric level line at top of layer 2 - 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 50 1e_WVP_WL 2 - Piezometric level line at top of layer 2 - 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 50 klei_zandig 1 - Piezometric level line at top of layer 2 - 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 50 zand_dijk_WL 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 50 zand_dijk_siltig_WL 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 9 - Boundarynumber at top of layer 8 - Boundarynumber at bottom of layer 10 - Layer number, next line is material of layer 50 zavel 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 10 - Boundarynumber at top of layer 9 - Boundarynumber at bottom of layer 11 - Layer number, next line is material of layer 50 kleibekleding 1 - Piezometric level line at top of layer 1 - 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 50 bestorting_WL 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 12 - Boundarynumber at top of layer 11 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] DIJKRING 50: ZUTPHEN, MHW16050 Dp 85.6, binnentalud [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] 12 Number of layers 12 100 11 100 100 10 100 100 100 9 100 100 100 100 8 100 100 100 100 100 7 100 100 100 100 100 100 6 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 10 100 10 100 10 100 10 100 80 10 10 100 0 capillary water not included [degree Free water(Cu)] 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 [CIRCLES] 75.000 85.000 11 X-direction 20.000 30.000 11 Y-direction 7.000 4.000 7 Tangent lines 0.000 0.000 0 no fixed point used [SPENCER SLIP DATA] 0 Number of points [SPENCER SLIP DATA 2] 0 Number of points [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [LINE LOADS] 0 = number of items [UNIFORM LOADS ] 1 = number of items Verkeer 13.00 = magnitude 66.00 68.50 = 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] 12 [LIFT SLIP DATA] 0.000 0.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 0.000 0.000 1 X-direction Right 0.000 0.000 1 Y-direction Right 0.000 0.000 1 Y-direction tangent lines 0 Automatic grid calculation (1) [EXTERNAL WATER LEVELS] 0 = No water data used 0.00 = Design level 0.30 = Decimate height 1 norm = 1/10000 1 = number of items Water data (1) 1 = Phreatic line 0.00 = Level Piezo lines 12 - Number of layers 2 2 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 1 2 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom [MODEL FACTOR] 1.00 = Limit value stability factor 0.08 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 100.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [CALCULATION OPTIONS] MoveCalculationGrid=1 ProbCalculationType=2 SearchMethod=0 [END OF CALCULATION OPTIONS] [PROBABILISTIC DEFAULTS] CohesionVariationTotal=0.25 CohesionDesignPartial=1.25 CohesionDesignStdDev=-1.65 CohesionDistribution=3 PhiVariationTotal=0.15 PhiDesignPartial=1.10 PhiDesignStdDev=-1.65 PhiDistribution=3 StressTableVariationTotal=0.20 StressTableDesignPartial=1.15 StressTableDesignStdDev=-1.65 StressTableDistribution=3 RatioCuPcVariationTotal=0.25 RatioCuPcDesignPartial=1.15 RatioCuPcDesignStdDev=-1.65 RatioCuPcDistribution=3 CuVariationTotal=0.25 CuDesignPartial=1.15 CuDesignStdDev=-1.65 CuDistribution=3 POPVariationTotal=0.10 POPDesignPartial=1.10 POPDesignStdDev=-1.65 POPDistribution=3 CompressionRatioVariationTotal=0.25 CompressionRatioDesignPartial=1.00 CompressionRatioDesignStdDev=0.00 CompressionRatioDistribution=3 ConsolidationCoefTotalStdDev=20.00 ConsolidationCoefDesignPartial=1.00 ConsolidationCoefDesignStdDev=1.65 ConsolidationCoefDistribution=2 HydraulicPressureTotalStdDev=0.50 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=1.00 LimitValueBishopStdDev=0.08 LimitValueBishopDistribution=3 LimitValueVanMean=0.95 LimitValueVanStdDev=0.08 LimitValueVanDistribution=3 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] 0.00 = Diketable Height [m] 0.00 = X co-ordinate indicating start of zone [m] 0.00 = Boundary of M.H.W influence at X [m] 0.00 = Boundary of M.H.W influence at Y [m] 1.19 = Required safety in zone 1a 1.11 = Required safety in zone 1b 1.00 = Required safety in zone 2a 1.00 = Required safety in zone 2b 0.00 = Left side minimum road [m] 0.00 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 1 Stability calculation at right side 0.50 = Remolding reduction factor 0.80 = Schematization reduction factor 1 Overtopping condition less or equal 0.1 l/m/s [HORIZONTAL BALANCE] HorizontalBalanceXLeft=0.000 HorizontalBalanceXRight=0.000 HorizontalBalanceYTop=0.00 HorizontalBalanceYBottom=0.00 HorizontalBalanceNYInterval=1 [END OF HORIZONTAL BALANCE] [REQUESTED CIRCLE SLICES] 30 = number of slices [REQUESTED LIFT SLICES] 50 = number of slices [REQUESTED SPENCER SLICES] 50 = number of slices [SOIL RESISTANCE] SoilResistanceDowelAction=1 SoilResistancePullOut=1 [END OF SOIL RESISTANCE] [GENETIC ALGORITHM OPTIONS BISHOP] PopulationCount=30 GenerationCount=30 EliteCount=2 MutationRate=0.200 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS BISHOP] [GENETIC ALGORITHM OPTIONS LIFTVAN] PopulationCount=40 GenerationCount=40 EliteCount=2 MutationRate=0.250 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS LIFTVAN] [GENETIC ALGORITHM OPTIONS SPENCER] PopulationCount=50 GenerationCount=50 EliteCount=2 MutationRate=0.300 CrossOverScatterFraction=0.000 CrossOverSinglePointFraction=0.700 CrossOverDoublePointFraction=0.300 MutationJumpFraction=0.000 MutationCreepFraction=0.900 MutationInverseFraction=0.100 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS SPENCER] [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] 75.00 20.00 16.00 6.65 75.00 20.00 15.50 5.97 75.00 20.00 15.00 5.80 75.00 20.00 14.50 5.39 75.00 20.00 14.00 4.99 75.00 20.00 13.50 4.56 75.00 20.00 13.00 4.48 75.00 21.00 17.00 6.94 75.00 21.00 16.50 6.18 75.00 21.00 16.00 6.00 75.00 21.00 15.50 5.56 75.00 21.00 15.00 5.13 75.00 21.00 14.50 4.69 75.00 21.00 14.00 4.49 75.00 22.00 18.00 7.22 75.00 22.00 17.50 6.42 75.00 22.00 17.00 6.22 75.00 22.00 16.50 5.73 75.00 22.00 16.00 5.30 75.00 22.00 15.50 4.83 75.00 22.00 15.00 4.61 75.00 23.00 19.00 7.54 75.00 23.00 18.50 6.70 75.00 23.00 18.00 6.44 75.00 23.00 17.50 5.94 75.00 23.00 17.00 5.44 75.00 23.00 16.50 4.97 75.00 23.00 16.00 4.77 75.00 24.00 20.00 7.87 75.00 24.00 19.50 6.98 75.00 24.00 19.00 6.69 75.00 24.00 18.50 6.14 75.00 24.00 18.00 5.60 75.00 24.00 17.50 5.12 75.00 24.00 17.00 4.90 75.00 25.00 21.00 8.22 75.00 25.00 20.50 7.23 75.00 25.00 20.00 6.95 75.00 25.00 19.50 6.37 75.00 25.00 19.00 5.80 75.00 25.00 18.50 5.29 75.00 25.00 18.00 5.05 75.00 26.00 22.00 8.57 75.00 26.00 21.50 7.53 75.00 26.00 21.00 7.24 75.00 26.00 20.50 6.60 75.00 26.00 20.00 6.00 75.00 26.00 19.50 5.43 75.00 26.00 19.00 5.20 75.00 27.00 23.00 8.95 75.00 27.00 22.50 7.83 75.00 27.00 22.00 7.49 75.00 27.00 21.50 6.80 75.00 27.00 21.00 6.18 75.00 27.00 20.50 5.59 75.00 27.00 20.00 5.35 75.00 28.00 24.00 9.34 75.00 28.00 23.50 8.16 75.00 28.00 23.00 7.76 75.00 28.00 22.50 7.04 75.00 28.00 22.00 6.41 75.00 28.00 21.50 5.77 75.00 28.00 21.00 5.51 75.00 29.00 25.00 9.72 75.00 29.00 24.50 8.46 75.00 29.00 24.00 8.06 75.00 29.00 23.50 7.29 75.00 29.00 23.00 6.63 75.00 29.00 22.50 5.93 75.00 29.00 22.00 5.68 75.00 30.00 26.00 10.12 75.00 30.00 25.50 8.77 75.00 30.00 25.00 8.34 75.00 30.00 24.50 7.55 75.00 30.00 24.00 6.81 75.00 30.00 23.50 6.12 75.00 30.00 23.00 5.82 76.00 20.00 16.00 5.78 76.00 20.00 15.50 5.17 76.00 20.00 15.00 5.07 76.00 20.00 14.50 4.77 76.00 20.00 14.00 4.52 76.00 20.00 13.50 4.37 76.00 20.00 13.00 4.68 76.00 21.00 17.00 6.04 76.00 21.00 16.50 5.36 76.00 21.00 16.00 5.24 76.00 21.00 15.50 4.86 76.00 21.00 15.00 4.60 76.00 21.00 14.50 4.27 76.00 21.00 14.00 4.53 76.00 22.00 18.00 6.25 76.00 22.00 17.50 5.56 76.00 22.00 17.00 5.37 76.00 22.00 16.50 4.98 76.00 22.00 16.00 4.71 76.00 22.00 15.50 4.33 76.00 22.00 15.00 4.43 76.00 23.00 19.00 6.51 76.00 23.00 18.50 5.78 76.00 23.00 18.00 5.58 76.00 23.00 17.50 5.16 76.00 23.00 17.00 4.81 76.00 23.00 16.50 4.43 76.00 23.00 16.00 4.36 76.00 24.00 20.00 6.80 76.00 24.00 19.50 6.00 76.00 24.00 19.00 5.77 76.00 24.00 18.50 5.31 76.00 24.00 18.00 4.92 76.00 24.00 17.50 4.53 76.00 24.00 17.00 4.41 76.00 25.00 21.00 7.04 76.00 25.00 20.50 6.22 76.00 25.00 20.00 6.00 76.00 25.00 19.50 5.47 76.00 25.00 19.00 5.06 76.00 25.00 18.50 4.64 76.00 25.00 18.00 4.49 76.00 26.00 22.00 7.32 76.00 26.00 21.50 6.47 76.00 26.00 21.00 6.21 76.00 26.00 20.50 5.67 76.00 26.00 20.00 5.18 76.00 26.00 19.50 4.76 76.00 26.00 19.00 4.60 76.00 27.00 23.00 7.63 76.00 27.00 22.50 6.72 76.00 27.00 22.00 6.44 76.00 27.00 21.50 5.86 76.00 27.00 21.00 5.36 76.00 27.00 20.50 4.87 76.00 27.00 20.00 4.70 76.00 28.00 24.00 7.95 76.00 28.00 23.50 6.97 76.00 28.00 23.00 6.67 76.00 28.00 22.50 6.07 76.00 28.00 22.00 5.48 76.00 28.00 21.50 5.00 76.00 28.00 21.00 4.81 76.00 29.00 25.00 8.24 76.00 29.00 24.50 7.24 76.00 29.00 24.00 6.92 76.00 29.00 23.50 6.29 76.00 29.00 23.00 5.66 76.00 29.00 22.50 5.13 76.00 29.00 22.00 4.96 76.00 30.00 26.00 8.57 76.00 30.00 25.50 7.49 76.00 30.00 25.00 7.15 76.00 30.00 24.50 6.50 76.00 30.00 24.00 5.84 76.00 30.00 23.50 5.24 76.00 30.00 23.00 5.08 77.00 20.00 16.00 5.26 77.00 20.00 15.50 4.75 77.00 20.00 15.00 4.67 77.00 20.00 14.50 4.47 77.00 20.00 14.00 4.50 77.00 20.00 13.50 4.55 77.00 20.00 13.00 5.14 77.00 21.00 17.00 5.43 77.00 21.00 16.50 4.89 77.00 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5.75 83.00 23.00 16.50 5.47 83.00 23.00 16.00 5.62 83.00 24.00 20.00 6.47 83.00 24.00 19.50 6.14 83.00 24.00 19.00 6.21 83.00 24.00 18.50 5.99 83.00 24.00 18.00 5.76 83.00 24.00 17.50 5.48 83.00 24.00 17.00 5.62 83.00 25.00 21.00 6.27 83.00 25.00 20.50 6.14 83.00 25.00 20.00 6.22 83.00 25.00 19.50 5.99 83.00 25.00 19.00 5.77 83.00 25.00 18.50 5.49 83.00 25.00 18.00 5.62 83.00 26.00 22.00 6.09 83.00 26.00 21.50 6.03 83.00 26.00 21.00 6.22 83.00 26.00 20.50 6.00 83.00 26.00 20.00 5.78 83.00 26.00 19.50 5.50 83.00 26.00 19.00 5.64 83.00 27.00 23.00 5.97 83.00 27.00 22.50 5.88 83.00 27.00 22.00 6.23 83.00 27.00 21.50 6.01 83.00 27.00 21.00 5.79 83.00 27.00 20.50 5.52 83.00 27.00 20.00 5.66 83.00 28.00 24.00 5.89 83.00 28.00 23.50 5.73 83.00 28.00 23.00 6.12 83.00 28.00 22.50 6.03 83.00 28.00 22.00 5.81 83.00 28.00 21.50 5.54 83.00 28.00 21.00 5.68 83.00 29.00 25.00 5.81 83.00 29.00 24.50 5.66 83.00 29.00 24.00 5.98 83.00 29.00 23.50 6.05 83.00 29.00 23.00 5.83 83.00 29.00 22.50 5.56 83.00 29.00 22.00 5.70 83.00 30.00 26.00 5.78 83.00 30.00 25.50 5.56 83.00 30.00 25.00 5.84 83.00 30.00 24.50 5.97 83.00 30.00 24.00 5.85 83.00 30.00 23.50 5.58 83.00 30.00 23.00 5.72 84.00 20.00 16.00 7.12 84.00 20.00 15.50 6.71 84.00 20.00 15.00 6.81 84.00 20.00 14.50 6.60 84.00 20.00 14.00 6.41 84.00 20.00 13.50 6.14 84.00 20.00 13.00 6.38 84.00 21.00 17.00 7.06 84.00 21.00 16.50 6.66 84.00 21.00 16.00 6.76 84.00 21.00 15.50 6.54 84.00 21.00 15.00 6.35 84.00 21.00 14.50 6.10 84.00 21.00 14.00 6.35 84.00 22.00 18.00 7.01 84.00 22.00 17.50 6.62 84.00 22.00 17.00 6.72 84.00 22.00 16.50 6.50 84.00 22.00 16.00 6.30 84.00 22.00 15.50 6.06 84.00 22.00 15.00 6.32 84.00 23.00 19.00 6.97 84.00 23.00 18.50 6.59 84.00 23.00 18.00 6.68 84.00 23.00 17.50 6.47 84.00 23.00 17.00 6.27 84.00 23.00 16.50 6.03 84.00 23.00 16.00 6.29 84.00 24.00 20.00 6.94 84.00 24.00 19.50 6.57 84.00 24.00 19.00 6.66 84.00 24.00 18.50 6.46 84.00 24.00 18.00 6.25 84.00 24.00 17.50 6.00 84.00 24.00 17.00 6.27 84.00 25.00 21.00 6.92 84.00 25.00 20.50 6.55 84.00 25.00 20.00 6.65 84.00 25.00 19.50 6.44 84.00 25.00 19.00 6.24 84.00 25.00 18.50 5.98 84.00 25.00 18.00 6.25 84.00 26.00 22.00 6.91 84.00 26.00 21.50 6.54 84.00 26.00 21.00 6.64 84.00 26.00 20.50 6.43 84.00 26.00 20.00 6.23 84.00 26.00 19.50 5.97 84.00 26.00 19.00 6.23 84.00 27.00 23.00 6.69 84.00 27.00 22.50 6.53 84.00 27.00 22.00 6.64 84.00 27.00 21.50 6.43 84.00 27.00 21.00 6.23 84.00 27.00 20.50 5.97 84.00 27.00 20.00 6.22 84.00 28.00 24.00 6.53 84.00 28.00 23.50 6.52 84.00 28.00 23.00 6.63 84.00 28.00 22.50 6.43 84.00 28.00 22.00 6.23 84.00 28.00 21.50 5.97 84.00 28.00 21.00 6.21 84.00 29.00 25.00 6.37 84.00 29.00 24.50 6.32 84.00 29.00 24.00 6.63 84.00 29.00 23.50 6.44 84.00 29.00 23.00 6.23 84.00 29.00 22.50 5.97 84.00 29.00 22.00 6.21 84.00 30.00 26.00 6.28 84.00 30.00 25.50 6.18 84.00 30.00 25.00 6.64 84.00 30.00 24.50 6.44 84.00 30.00 24.00 6.24 84.00 30.00 23.50 5.98 84.00 30.00 23.00 6.21 85.00 20.00 16.00 7.81 85.00 20.00 15.50 7.43 85.00 20.00 15.00 7.61 85.00 20.00 14.50 7.46 85.00 20.00 14.00 7.30 85.00 20.00 13.50 7.08 85.00 20.00 13.00 7.51 85.00 21.00 17.00 7.70 85.00 21.00 16.50 7.32 85.00 21.00 16.00 7.49 85.00 21.00 15.50 7.35 85.00 21.00 15.00 7.20 85.00 21.00 14.50 6.99 85.00 21.00 14.00 7.42 85.00 22.00 18.00 7.62 85.00 22.00 17.50 7.24 85.00 22.00 17.00 7.40 85.00 22.00 16.50 7.25 85.00 22.00 16.00 7.11 85.00 22.00 15.50 6.92 85.00 22.00 15.00 7.35 85.00 23.00 19.00 7.55 85.00 23.00 18.50 7.18 85.00 23.00 18.00 7.33 85.00 23.00 17.50 7.17 85.00 23.00 17.00 7.03 85.00 23.00 16.50 6.85 85.00 23.00 16.00 7.28 85.00 24.00 20.00 7.49 85.00 24.00 19.50 7.12 85.00 24.00 19.00 7.28 85.00 24.00 18.50 7.11 85.00 24.00 18.00 6.96 85.00 24.00 17.50 6.79 85.00 24.00 17.00 7.22 85.00 25.00 21.00 7.45 85.00 25.00 20.50 7.08 85.00 25.00 20.00 7.23 85.00 25.00 19.50 7.06 85.00 25.00 19.00 6.91 85.00 25.00 18.50 6.73 85.00 25.00 18.00 7.17 85.00 26.00 22.00 7.41 85.00 26.00 21.50 7.05 85.00 26.00 21.00 7.20 85.00 26.00 20.50 7.02 85.00 26.00 20.00 6.86 85.00 26.00 19.50 6.68 85.00 26.00 19.00 7.12 85.00 27.00 23.00 7.38 85.00 27.00 22.50 7.02 85.00 27.00 22.00 7.17 85.00 27.00 21.50 7.00 85.00 27.00 21.00 6.83 85.00 27.00 20.50 6.63 85.00 27.00 20.00 7.07 85.00 28.00 24.00 7.36 85.00 28.00 23.50 7.00 85.00 28.00 23.00 7.15 85.00 28.00 22.50 6.97 85.00 28.00 22.00 6.80 85.00 28.00 21.50 6.60 85.00 28.00 21.00 7.03 85.00 29.00 25.00 7.26 85.00 29.00 24.50 6.99 85.00 29.00 24.00 7.13 85.00 29.00 23.50 6.96 85.00 29.00 23.00 6.79 85.00 29.00 22.50 6.57 85.00 29.00 22.00 6.99 85.00 30.00 26.00 7.02 85.00 30.00 25.50 6.97 85.00 30.00 25.00 7.12 85.00 30.00 24.50 6.94 85.00 30.00 24.00 6.77 85.00 30.00 23.50 6.55 85.00 30.00 23.00 6.95 [End of Data] [END OF ZONE RESULTS] [CircleResults] 7.000 4.000 7 11 11 78.000 27.000 20.500 4.110 75.000 20.000 13.000 4.483 75.000 21.000 14.000 4.491 75.000 22.000 15.000 4.606 75.000 23.000 16.000 4.769 75.000 24.000 17.000 4.904 75.000 25.000 18.000 5.051 75.000 26.000 19.000 5.196 75.000 27.000 20.000 5.350 75.000 28.000 21.000 5.515 75.000 29.000 22.000 5.681 75.000 30.000 23.000 5.816 76.000 20.000 13.500 4.370 76.000 21.000 14.500 4.273 76.000 22.000 15.500 4.327 76.000 23.000 16.000 4.364 76.000 24.000 17.000 4.406 76.000 25.000 18.000 4.485 76.000 26.000 19.000 4.601 76.000 27.000 20.000 4.701 76.000 28.000 21.000 4.813 76.000 29.000 22.000 4.960 76.000 30.000 23.000 5.079 77.000 20.000 14.500 4.467 77.000 21.000 14.500 4.382 77.000 22.000 15.500 4.272 77.000 23.000 16.500 4.188 77.000 24.000 17.500 4.122 77.000 25.000 18.500 4.190 77.000 26.000 19.500 4.282 77.000 27.000 20.000 4.302 77.000 28.000 21.000 4.361 77.000 29.000 22.000 4.458 77.000 30.000 23.000 4.545 78.000 20.000 15.500 4.519 78.000 21.000 15.500 4.544 78.000 22.000 16.000 4.445 78.000 23.000 16.500 4.326 78.000 24.000 17.500 4.246 78.000 25.000 18.500 4.193 78.000 26.000 19.500 4.130 78.000 27.000 20.500 4.110 78.000 28.000 21.500 4.203 78.000 29.000 22.000 4.255 78.000 30.000 23.000 4.236 79.000 20.000 15.500 4.730 79.000 21.000 16.500 4.623 79.000 22.000 17.500 4.585 79.000 23.000 17.500 4.610 79.000 24.000 17.500 4.524 79.000 25.000 18.500 4.435 79.000 26.000 19.500 4.370 79.000 27.000 20.500 4.286 79.000 28.000 21.500 4.262 79.000 29.000 22.500 4.220 79.000 30.000 23.500 4.231 80.000 20.000 13.500 4.732 80.000 21.000 14.500 4.742 80.000 22.000 15.500 4.763 80.000 23.000 16.500 4.784 80.000 24.000 19.500 4.728 80.000 25.000 20.500 4.796 80.000 26.000 20.000 4.734 80.000 27.000 20.500 4.658 80.000 28.000 21.500 4.591 80.000 29.000 22.500 4.503 80.000 30.000 23.500 4.476 81.000 20.000 13.500 4.839 81.000 21.000 14.500 4.853 81.000 22.000 15.500 4.870 81.000 23.000 16.500 4.901 81.000 24.000 17.500 4.927 81.000 25.000 18.500 4.953 81.000 26.000 21.500 4.947 81.000 27.000 22.500 4.970 81.000 28.000 22.500 4.990 81.000 29.000 23.000 4.938 81.000 30.000 24.000 4.874 82.000 20.000 13.500 5.081 82.000 21.000 14.500 5.088 82.000 22.000 15.500 5.100 82.000 23.000 16.500 5.116 82.000 24.000 17.500 5.135 82.000 25.000 18.500 5.166 82.000 26.000 19.500 5.190 82.000 27.000 20.500 5.215 82.000 28.000 23.500 5.239 82.000 29.000 24.500 5.194 82.000 30.000 25.500 5.243 83.000 20.000 13.500 5.504 83.000 21.000 14.500 5.483 83.000 22.000 15.500 5.475 83.000 23.000 16.500 5.475 83.000 24.000 17.500 5.478 83.000 25.000 18.500 5.489 83.000 26.000 19.500 5.500 83.000 27.000 20.500 5.516 83.000 28.000 21.500 5.538 83.000 29.000 22.500 5.558 83.000 30.000 25.500 5.557 84.000 20.000 13.500 6.137 84.000 21.000 14.500 6.100 84.000 22.000 15.500 6.062 84.000 23.000 16.500 6.029 84.000 24.000 17.500 6.000 84.000 25.000 18.500 5.984 84.000 26.000 19.500 5.973 84.000 27.000 20.500 5.969 84.000 28.000 21.500 5.968 84.000 29.000 22.500 5.973 84.000 30.000 23.500 5.977 85.000 20.000 13.500 7.083 85.000 21.000 14.500 6.992 85.000 22.000 15.500 6.915 85.000 23.000 16.500 6.847 85.000 24.000 17.500 6.786 85.000 25.000 18.500 6.729 85.000 26.000 19.500 6.679 85.000 27.000 20.500 6.633 85.000 28.000 21.500 6.600 85.000 29.000 22.500 6.572 85.000 30.000 23.500 6.553 [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] 4.110 35 78.000 27.000 20.500 65.999 87.435 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] 66.131 65.999 10.285 10.380 10.393 10.380 66.717 66.131 9.885 10.285 10.400 10.393 67.302 66.717 9.513 9.885 10.400 10.400 67.888 67.302 9.168 9.513 10.400 10.400 68.474 67.888 8.848 9.168 10.353 10.400 69.059 68.474 8.552 8.848 10.313 10.353 69.153 69.059 8.507 8.552 10.307 10.313 69.961 69.153 8.142 8.507 10.254 10.307 70.643 69.961 7.866 8.142 10.208 10.254 71.325 70.643 7.617 7.866 10.163 10.208 72.007 71.325 7.396 7.617 10.118 10.163 72.689 72.007 7.200 7.396 10.073 10.118 73.346 72.689 7.035 7.200 10.030 10.073 74.004 73.346 6.893 7.035 9.979 10.030 74.662 74.004 6.774 6.893 9.911 9.979 75.320 74.662 6.676 6.774 9.843 9.911 75.978 75.320 6.600 6.676 9.775 9.843 76.652 75.978 6.544 6.600 9.705 9.775 77.326 76.652 6.511 6.544 9.635 9.705 78.000 77.326 6.500 6.511 9.566 9.635 78.674 78.000 6.511 6.500 9.496 9.566 79.348 78.674 6.544 6.511 9.426 9.496 80.022 79.348 6.600 6.544 9.356 9.426 80.680 80.022 6.676 6.600 9.288 9.356 81.338 80.680 6.774 6.676 9.220 9.288 81.996 81.338 6.893 6.774 9.152 9.220 82.654 81.996 7.035 6.893 9.084 9.152 83.311 82.654 7.200 7.035 9.016 9.084 83.946 83.311 7.381 7.200 8.950 9.016 84.581 83.946 7.585 7.381 8.885 8.950 85.216 84.581 7.812 7.585 8.819 8.885 85.850 85.216 8.063 7.812 8.800 8.819 86.378 85.850 8.290 8.063 8.800 8.800 86.906 86.378 8.536 8.290 8.800 8.800 87.435 86.906 8.800 8.536 8.800 8.800 [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] 5.000 20.000 0.000 0.000 0.000 8.640 0.000 -0.000 0.128 1.696 0.000 1.000 25.000 0.000 0.000 0.000 8.629 0.000 -0.000 3.598 6.863 0.000 1.000 25.000 0.000 0.000 0.000 8.612 0.000 -0.000 8.010 6.042 0.000 1.000 25.000 0.000 0.000 0.000 8.595 0.000 -0.000 12.104 5.438 0.000 1.000 25.000 0.000 0.000 0.000 8.578 -0.000 -0.000 15.462 4.977 0.000 1.000 25.000 0.000 0.000 0.000 8.561 -0.000 -0.000 18.413 4.615 0.000 1.000 25.000 0.000 0.000 0.000 8.551 -0.000 -0.000 3.231 0.713 0.000 0.000 28.000 0.000 0.000 0.000 8.538 -0.000 -0.000 30.574 0.000 0.000 0.000 28.000 0.000 0.000 0.000 8.516 -0.000 -0.000 29.525 0.000 0.000 0.000 28.000 0.000 0.000 0.000 8.496 -0.000 -0.000 32.496 0.000 0.000 0.000 28.000 0.000 0.000 0.000 8.476 -0.000 -0.000 35.095 0.000 0.000 0.000 28.000 0.000 0.000 0.000 8.457 -0.000 -0.000 37.333 0.000 0.000 0.900 22.700 0.000 0.000 0.000 8.437 -0.000 -0.000 37.753 0.000 0.000 0.900 22.700 0.000 0.000 0.000 8.418 -0.000 -0.000 39.106 0.000 0.000 0.900 22.700 0.000 0.000 0.000 8.399 -0.000 -0.000 39.921 0.000 0.000 0.900 22.700 0.000 0.000 0.000 8.379 -0.000 -0.000 40.400 0.000 0.000 0.900 22.700 0.000 0.000 0.000 8.360 -0.000 -0.000 40.606 0.000 0.000 0.000 30.000 0.000 0.000 0.000 8.341 -0.000 -0.000 41.564 0.000 0.000 0.000 30.000 0.000 0.000 0.000 8.321 -0.000 -0.000 41.240 0.000 0.000 0.000 30.000 0.000 0.000 0.000 8.301 -0.000 -0.000 40.617 0.000 0.000 0.000 30.000 0.000 0.000 0.000 8.282 -0.000 -0.000 39.694 0.000 0.000 0.000 30.000 0.000 0.000 0.000 8.262 -0.000 -0.000 38.471 0.000 0.000 0.000 30.000 0.000 0.000 0.000 8.243 -0.000 -0.000 36.949 0.000 0.000 0.900 22.700 0.000 0.000 0.000 8.223 -0.000 -0.000 34.323 0.000 0.000 0.900 22.700 0.000 0.000 0.000 8.204 -0.000 -0.000 32.360 0.000 0.000 0.900 22.700 0.000 0.000 0.000 8.185 -0.000 -0.000 30.124 0.000 0.000 0.900 22.700 0.000 0.000 0.000 8.166 -0.000 -0.000 27.609 0.000 0.000 0.900 22.700 0.000 0.000 0.000 8.146 -0.000 -0.000 24.812 0.000 0.000 0.000 28.000 0.000 0.000 0.000 8.127 -0.000 -0.000 20.965 0.000 0.000 0.000 28.000 0.000 0.000 0.000 8.109 -0.000 -0.000 17.701 0.000 0.000 0.000 28.000 0.000 0.000 0.000 8.090 -0.000 -0.000 14.149 0.000 0.000 0.000 28.000 0.000 0.000 0.000 8.072 -0.000 -0.000 10.722 0.000 0.000 0.000 28.000 0.000 0.000 0.000 8.055 0.000 -0.000 6.420 0.000 0.000 0.000 28.000 0.000 0.000 0.000 8.040 0.000 -0.000 3.984 0.000 0.000 0.000 28.000 0.000 0.000 0.000 8.024 0.000 -0.000 1.360 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] 13.808 13.808 0.000 0.000 0.000 2.294 12.166 0.000 0.000 0.000 0.000 0.000 0.000 17.863 17.863 0.000 0.000 0.000 2.106 16.422 0.000 0.000 0.000 0.000 0.000 0.000 23.996 23.996 0.000 0.000 0.000 2.766 22.238 0.000 0.000 0.000 0.000 0.000 0.000 29.956 29.956 0.000 0.000 0.000 3.414 27.944 0.000 0.000 0.000 0.000 0.000 0.000 34.902 34.902 0.000 0.000 0.000 3.958 32.741 0.000 0.000 0.000 0.000 0.000 0.000 39.324 39.324 0.000 0.000 0.000 4.450 37.079 0.000 0.000 0.000 0.000 0.000 0.000 41.913 40.189 0.209 0.000 0.209 4.554 37.996 0.000 0.000 0.000 0.000 1.515 1.724 37.854 35.761 2.093 0.000 2.093 4.371 33.785 0.000 0.000 0.000 0.000 0.000 2.093 43.296 38.270 5.026 0.000 5.026 4.704 36.364 0.000 0.000 0.000 0.000 0.000 5.026 47.654 40.249 7.405 0.000 7.405 4.973 38.437 0.000 0.000 0.000 0.000 0.000 7.405 51.464 41.949 9.516 0.000 9.516 5.208 40.256 0.000 0.000 0.000 0.000 0.000 9.516 54.746 43.379 11.367 0.000 11.367 5.411 41.827 0.000 0.000 0.000 0.000 0.000 11.367 57.394 44.005 12.943 0.000 13.389 4.581 42.857 0.000 0.000 0.000 0.000 0.000 13.389 59.450 43.894 14.260 0.000 15.557 4.586 42.904 0.000 0.000 0.000 0.000 0.000 15.557 60.690 43.286 15.355 0.000 17.404 4.540 42.460 0.000 0.000 0.000 0.000 0.000 17.404 61.418 42.486 16.232 0.000 18.932 4.475 41.822 0.000 0.000 0.000 0.000 0.000 18.932 61.731 41.592 16.895 0.000 20.139 4.400 41.084 0.000 0.000 0.000 0.000 0.000 20.139 61.656 40.789 17.350 0.000 20.867 5.664 40.321 0.000 0.000 0.000 0.000 0.000 20.867 61.176 40.010 17.593 0.000 21.166 5.582 39.734 0.000 0.000 0.000 0.000 0.000 21.166 60.251 39.004 17.618 0.000 21.247 5.466 38.914 0.000 0.000 0.000 0.000 0.000 21.247 58.882 37.772 17.425 0.000 21.109 5.318 37.860 0.000 0.000 0.000 0.000 0.000 21.109 57.069 36.314 17.015 0.000 20.754 5.137 36.568 0.000 0.000 0.000 0.000 0.000 20.754 54.811 34.630 16.386 0.000 20.181 4.922 35.036 0.000 0.000 0.000 0.000 0.000 20.181 52.180 33.024 15.550 0.000 19.156 3.623 33.442 0.000 0.000 0.000 0.000 0.000 19.156 49.195 31.593 14.510 0.000 17.603 3.487 32.110 0.000 0.000 0.000 0.000 0.000 17.603 45.796 30.120 13.257 0.000 15.675 3.346 30.729 0.000 0.000 0.000 0.000 0.000 15.675 41.973 28.610 11.785 0.000 13.363 3.201 29.301 0.000 0.000 0.000 0.000 0.000 13.363 37.720 27.070 10.092 0.000 10.651 3.052 27.834 0.000 0.000 0.000 0.000 0.000 10.651 33.027 24.818 8.210 0.000 8.210 3.334 25.770 0.000 0.000 0.000 0.000 0.000 8.210 27.886 21.747 6.140 0.000 6.140 2.935 22.689 0.000 0.000 0.000 0.000 0.000 6.140 22.290 18.444 3.846 0.000 3.846 2.502 19.338 0.000 0.000 0.000 0.000 0.000 3.846 16.890 15.569 1.321 0.000 1.321 2.123 16.408 0.000 0.000 0.000 0.000 0.000 1.321 12.158 12.158 0.000 0.000 0.000 1.666 12.876 0.000 0.000 0.000 0.000 0.000 0.000 7.545 7.545 0.000 0.000 0.000 1.039 8.028 0.000 0.000 0.000 0.000 0.000 0.000 2.575 2.575 0.000 0.000 0.000 0.356 2.754 0.000 0.000 0.000 0.000 0.000 0.000 [End of Data] [End of Stresses] [End of Dump] [CALCULATION TIME] 00:00:01 [END OF CALCULATION TIME] [End of Dump File]