Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : ARCADIS Nederland BV Mobiliteit LICENSE : Unknown DATE : 15-Aug-13 TIME : 12:20:57 FILENAME : C:\Users\koopmansr\Documents\_Data\WRIJ 2011-2013\Pilot DAM\D-Geo_WRIJ\DR47\Zonder p=c=0\47-111+25 A348 afrit.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] 7 = 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 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 zavel SoilColor=7187949 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.50 SoilGamWet=19.00 SoilRestSlope=1 SoilCohesion=2.00 SoilPhi=22.00 SoilDilatancy=22.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 43 - Number of geometry points - 1 90.000 10.000 0.000 2 69.200 10.000 0.000 3 63.000 9.800 0.000 4 49.000 9.800 0.000 5 48.800 10.600 0.000 6 37.400 10.400 0.000 7 0.000 10.400 0.000 8 90.000 11.000 0.000 9 86.000 11.000 0.000 10 71.400 11.300 0.000 11 69.200 11.300 0.000 12 67.400 11.200 0.000 13 63.000 11.800 0.000 14 55.600 11.800 0.000 15 57.600 11.800 0.000 16 67.600 11.600 0.000 17 63.000 13.900 0.000 18 59.800 13.900 0.000 19 58.400 13.600 0.000 20 63.000 13.400 0.000 21 58.800 12.800 0.000 22 90.000 8.600 0.000 23 69.200 8.600 0.000 24 63.000 8.400 0.000 25 0.000 8.400 0.000 26 90.000 7.800 0.000 27 69.200 7.800 0.000 28 63.000 7.600 0.000 29 0.000 7.600 0.000 30 90.000 0.000 0.000 31 0.000 0.000 0.000 32 90.000 10.800 0.000 33 69.200 11.280 0.000 34 57.200 12.300 0.000 35 56.500 13.010 0.000 36 31.000 13.010 0.000 37 0.000 13.010 0.000 38 90.000 12.490 0.000 39 69.200 12.540 0.000 40 86.000 12.490 0.000 41 62.750 13.900 0.000 42 48.800 12.800 0.000 43 86.000 10.800 0.000 [END OF POINTS] [CURVES] 42 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 5 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 6 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 8 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 9 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 10 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 11 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 4 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 12 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 13 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 14 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 1 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 2 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 3 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 11 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 16 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 18 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 19 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 12 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 20 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 18 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 21 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 3 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 22 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 23 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 24 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 26 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 27 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 28 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 30 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 33 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 34 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 35 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 36 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 38 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 41 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 17 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 42 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 39 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 43 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 32 [END OF CURVES] [BOUNDARIES] 9 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 30 1 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 29 28 27 2 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 26 25 24 3 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 2 1 7 23 12 11 4 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 2 1 7 10 14 13 12 11 5 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 2 1 7 10 14 9 8 6 5 4 3 6 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 2 1 7 10 22 21 37 38 20 19 6 5 4 3 7 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 2 1 18 17 37 38 20 19 6 5 4 3 8 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 2 1 18 17 37 38 16 15 5 4 3 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 9 - Number of boundaries - 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 9 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 9 - Number of boundaries - 0 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 34 33 32 31 41 42 2 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 34 39 40 36 35 [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] 8 - 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 veen_1 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 klei_bruin 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_dijk 1 - 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 zand_dijk_WL 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 5 - Boundarynumber at top of layer 4 - Boundarynumber at bottom of layer 6 - Layer number, next line is material of layer 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 bekleding 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 7 - Boundarynumber at top of layer 6 - Boundarynumber at bottom of layer 8 - Layer number, next line is material of layer 47 zavel 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 8 - Boundarynumber at top of layer 7 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] DIJKRING 47: ARNHEMSE EN VELPSE BROEK Derde toetsingsronde, controle oude berekening Dp 112, MHW2006 (+13.01) [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] 8 Number of layers 8 100 7 100 100 6 100 100 100 5 100 100 100 100 4 100 100 100 100 100 3 100 100 100 100 100 100 2 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 10 10 100 30 30 30 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 [CIRCLES] 64.500 69.500 5 X-direction 12.500 17.500 5 Y-direction 9.500 6.500 7 Tangent lines 90.000 0.000 0 no fixed point used [SPENCER SLIP DATA] 0 Number of points [SPENCER SLIP DATA 2] 0 Number of points [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [LINE LOADS] 0 = number of items [UNIFORM LOADS ] 1 = number of items Verkeer 13.00 = magnitude 60.25 62.75 = 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] 8 [LIFT SLIP DATA] 90.000 90.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 90.000 90.000 1 X-direction Right 0.000 0.000 1 Y-direction Right 0.000 0.000 1 Y-direction tangent lines 0 Automatic grid calculation (1) [EXTERNAL WATER LEVELS] 0 = No water data used 0.00 = Design level 0.30 = Decimate height 1 norm = 1/10000 1 = number of items Water data (1) 1 = Phreatic line 0.00 = Level Piezo lines 8 - Number of layers 2 2 = Pl-top and pl-bottom 99 2 = 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 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom [MODEL FACTOR] 1.00 = Limit value stability factor 0.08 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 100.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [CALCULATION OPTIONS] MoveCalculationGrid=1 ProbCalculationType=2 SearchMethod=0 [END OF CALCULATION OPTIONS] [PROBABILISTIC DEFAULTS] CohesionVariationTotal=0.25 CohesionDesignPartial=1.25 CohesionDesignStdDev=-1.65 CohesionDistribution=3 PhiVariationTotal=0.15 PhiDesignPartial=1.10 PhiDesignStdDev=-1.65 PhiDistribution=3 StressTableVariationTotal=0.20 StressTableDesignPartial=1.15 StressTableDesignStdDev=-1.65 StressTableDistribution=3 RatioCuPcVariationTotal=0.25 RatioCuPcDesignPartial=1.15 RatioCuPcDesignStdDev=-1.65 RatioCuPcDistribution=3 CuVariationTotal=0.25 CuDesignPartial=1.15 CuDesignStdDev=-1.65 CuDistribution=3 POPVariationTotal=0.10 POPDesignPartial=1.10 POPDesignStdDev=-1.65 POPDistribution=3 CompressionRatioVariationTotal=0.25 CompressionRatioDesignPartial=1.00 CompressionRatioDesignStdDev=0.00 CompressionRatioDistribution=3 ConsolidationCoefTotalStdDev=20.00 ConsolidationCoefDesignPartial=1.00 ConsolidationCoefDesignStdDev=1.65 ConsolidationCoefDistribution=2 HydraulicPressureTotalStdDev=0.50 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=1.00 LimitValueBishopStdDev=0.08 LimitValueBishopDistribution=3 LimitValueVanMean=0.95 LimitValueVanStdDev=0.08 LimitValueVanDistribution=3 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] 0.00 = Diketable Height [m] 90.00 = X co-ordinate indicating start of zone [m] 90.00 = Boundary of M.H.W influence at X [m] 0.00 = Boundary of M.H.W influence at Y [m] 1.19 = Required safety in zone 1a 1.11 = Required safety in zone 1b 1.00 = Required safety in zone 2a 1.00 = Required safety in zone 2b 90.00 = Left side minimum road [m] 90.00 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 0 Stability calculation at left side 0.50 = Remolding reduction factor 0.80 = Schematization reduction factor 1 Overtopping condition less or equal 0.1 l/m/s [HORIZONTAL BALANCE] HorizontalBalanceXLeft=0.000 HorizontalBalanceXRight=0.000 HorizontalBalanceYTop=0.00 HorizontalBalanceYBottom=0.00 HorizontalBalanceNYInterval=1 [END OF HORIZONTAL BALANCE] [REQUESTED CIRCLE SLICES] 30 = number of slices [REQUESTED LIFT SLICES] 50 = number of slices [REQUESTED SPENCER SLICES] 50 = number of slices [SOIL RESISTANCE] SoilResistanceDowelAction=1 SoilResistancePullOut=1 [END OF SOIL RESISTANCE] [GENETIC ALGORITHM OPTIONS BISHOP] PopulationCount=30 GenerationCount=30 EliteCount=2 MutationRate=0.200 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS BISHOP] [GENETIC ALGORITHM OPTIONS LIFTVAN] PopulationCount=40 GenerationCount=40 EliteCount=2 MutationRate=0.250 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS LIFTVAN] [GENETIC ALGORITHM OPTIONS SPENCER] PopulationCount=50 GenerationCount=50 EliteCount=2 MutationRate=0.300 CrossOverScatterFraction=0.000 CrossOverSinglePointFraction=0.700 CrossOverDoublePointFraction=0.300 MutationJumpFraction=0.000 MutationCreepFraction=0.900 MutationInverseFraction=0.100 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS SPENCER] [NAIL TYPE DEFAULTS] NailTypeLengthNail=0.00 NailTypeDiameterNail=0.00 NailTypeDiameterGrout=0.00 NailTypeYieldForceNail=0.00 NailTypePlasticMomentNail=0.00 NailTypeBendingStiffnessNail=0.00E+00 NailTypeUseFacingOrBearingPlate=0 [END OF NAIL TYPE DEFAULTS] [End of Input Data] [ZONE RESULTS] [Column Indication] X-Centrepoint Y-Centrepoint Radius Stability factor [End of Column Indication] [Data] 64.50 13.75 7.25 2.48 64.50 13.75 6.75 2.21 64.50 13.75 6.25 1.86 64.50 13.75 5.75 1.62 64.50 15.00 8.50 2.53 64.50 15.00 8.00 2.25 64.50 15.00 7.50 1.89 64.50 15.00 7.00 1.64 64.50 15.00 6.50 1.99 64.50 15.00 6.00 1.93 64.50 15.00 5.50 1.90 64.50 16.25 9.75 2.62 64.50 16.25 9.25 2.33 64.50 16.25 8.75 1.96 64.50 16.25 8.25 1.71 64.50 16.25 7.75 2.07 64.50 16.25 7.25 2.00 64.50 16.25 6.75 1.97 64.50 17.50 11.00 2.73 64.50 17.50 10.50 2.44 64.50 17.50 10.00 2.04 64.50 17.50 9.50 1.78 64.50 17.50 9.00 2.19 64.50 17.50 8.50 2.11 64.50 17.50 8.00 2.08 65.75 13.75 7.25 2.02 65.75 13.75 6.75 1.77 65.75 15.00 8.50 2.06 65.75 15.00 8.00 1.82 65.75 15.00 7.50 1.56 65.75 15.00 7.00 1.38 65.75 15.00 6.50 1.62 65.75 15.00 6.00 1.55 65.75 15.00 5.50 1.48 65.75 16.25 9.75 2.15 65.75 16.25 9.25 1.90 65.75 16.25 8.75 1.63 65.75 16.25 8.25 1.45 65.75 16.25 7.75 1.69 65.75 16.25 7.25 1.62 65.75 16.25 6.75 1.55 65.75 17.50 11.00 2.25 65.75 17.50 10.50 1.99 65.75 17.50 10.00 1.71 65.75 17.50 9.50 1.53 65.75 17.50 9.00 1.80 65.75 17.50 8.50 1.72 65.75 17.50 8.00 1.66 67.00 15.00 8.50 1.81 67.00 15.00 8.00 1.59 67.00 15.00 7.50 1.41 67.00 15.00 7.00 1.29 67.00 15.00 6.50 1.46 67.00 15.00 6.00 1.51 67.00 15.00 5.50 1.52 67.00 16.25 9.75 1.87 67.00 16.25 9.25 1.65 67.00 16.25 8.75 1.44 67.00 16.25 8.25 1.33 67.00 16.25 7.75 1.47 67.00 16.25 7.25 1.47 67.00 16.25 6.75 1.44 67.00 17.50 11.00 1.96 67.00 17.50 10.50 1.72 67.00 17.50 10.00 1.50 67.00 17.50 9.50 1.40 67.00 17.50 9.00 1.55 67.00 17.50 8.50 1.54 67.00 17.50 8.00 1.47 68.25 13.75 4.75 2.11 68.25 13.75 4.25 2.13 68.25 15.00 8.50 1.72 68.25 15.00 8.00 1.53 68.25 15.00 7.50 1.41 68.25 15.00 7.00 1.42 68.25 15.00 6.50 1.65 68.25 15.00 6.00 1.83 68.25 15.00 5.50 1.92 68.25 16.25 9.75 1.72 68.25 16.25 9.25 1.54 68.25 16.25 8.75 1.38 68.25 16.25 8.25 1.32 68.25 16.25 7.75 1.50 68.25 16.25 7.25 1.60 68.25 16.25 6.75 1.65 68.25 17.50 11.00 1.78 68.25 17.50 10.50 1.57 68.25 17.50 10.00 1.40 68.25 17.50 9.50 1.34 68.25 17.50 9.00 1.49 68.25 17.50 8.50 1.53 68.25 17.50 8.00 1.54 69.50 12.50 3.50 4.53 69.50 12.50 3.00 5.35 69.50 13.75 5.75 2.18 69.50 13.75 5.25 2.62 69.50 13.75 4.75 3.02 69.50 13.75 4.25 3.33 69.50 15.00 8.50 1.84 69.50 15.00 8.00 1.75 69.50 15.00 7.50 1.71 69.50 15.00 7.00 1.86 69.50 15.00 6.50 2.13 69.50 15.00 6.00 2.40 69.50 15.00 5.50 2.57 69.50 16.25 9.75 1.71 69.50 16.25 9.25 1.56 69.50 16.25 8.75 1.50 69.50 16.25 8.25 1.55 69.50 16.25 7.75 1.83 69.50 16.25 7.25 2.15 69.50 16.25 6.75 2.19 69.50 17.50 11.00 1.71 69.50 17.50 10.50 1.53 69.50 17.50 10.00 1.42 69.50 17.50 9.50 1.43 69.50 17.50 9.00 1.65 69.50 17.50 8.50 1.82 69.50 17.50 8.00 1.96 [End of Data] [END OF ZONE RESULTS] [CircleResults] 9.500 6.500 7 5 5 67.000 15.000 7.000 1.289 64.500 12.500 0.000 9999.999 64.500 13.750 5.750 1.624 64.500 15.000 7.000 1.644 64.500 16.250 8.250 1.712 64.500 17.500 9.500 1.780 65.750 12.500 0.000 9999.999 65.750 13.750 6.750 1.774 65.750 15.000 7.000 1.382 65.750 16.250 8.250 1.452 65.750 17.500 9.500 1.534 67.000 12.500 0.000 9999.999 67.000 13.750 0.000 9999.999 67.000 15.000 7.000 1.289 67.000 16.250 8.250 1.333 67.000 17.500 9.500 1.396 68.250 12.500 0.000 9999.999 68.250 13.750 4.750 2.107 68.250 15.000 7.500 1.411 68.250 16.250 8.250 1.323 68.250 17.500 9.500 1.345 69.500 12.500 3.500 4.531 69.500 13.750 5.750 2.179 69.500 15.000 7.500 1.713 69.500 16.250 8.750 1.498 69.500 17.500 10.000 1.417 [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] 1.289 36 67.000 15.000 7.000 60.087 72.923 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] 60.380 60.087 12.725 13.900 13.900 13.900 60.673 60.380 12.005 12.725 13.900 13.900 60.774 60.673 11.800 12.005 13.900 13.900 61.148 60.774 11.158 11.800 13.900 13.900 61.523 61.148 10.641 11.158 13.900 13.900 61.897 61.523 10.209 10.641 13.900 13.900 62.314 61.897 9.800 10.209 13.900 13.900 62.684 62.314 9.489 9.800 13.900 13.900 63.053 62.684 9.219 9.489 13.873 13.900 63.423 63.053 8.983 9.219 13.688 13.873 63.793 63.423 8.778 8.983 13.504 13.688 64.162 63.793 8.601 8.778 13.319 13.504 64.532 64.162 8.449 8.601 13.134 13.319 64.917 64.532 8.317 8.449 12.942 13.134 65.301 64.917 8.209 8.317 12.749 12.942 65.686 65.301 8.125 8.209 12.557 12.749 66.070 65.686 8.062 8.125 12.365 12.557 66.455 66.070 8.021 8.062 12.173 12.365 66.839 66.455 8.002 8.021 11.980 12.173 67.209 66.839 8.003 8.002 11.796 11.980 67.579 67.209 8.024 8.003 11.611 11.796 67.949 67.579 8.065 8.024 11.535 11.611 68.318 67.949 8.125 8.065 11.465 11.535 68.688 68.318 8.207 8.125 11.396 11.465 69.058 68.688 8.309 8.207 11.327 11.396 69.447 69.058 8.442 8.309 11.300 11.327 69.835 69.447 8.600 8.442 11.300 11.300 70.248 69.835 8.799 8.600 11.300 11.300 70.661 70.248 9.034 8.799 11.300 11.300 71.074 70.661 9.307 9.034 11.300 11.300 71.486 71.074 9.627 9.307 11.298 11.300 71.899 71.486 10.000 9.627 11.290 11.298 72.220 71.899 10.336 10.000 11.283 11.290 72.542 72.220 10.723 10.336 11.277 11.283 72.863 72.542 11.175 10.723 11.270 11.277 72.923 72.863 11.269 11.175 11.269 11.270 [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 12.042 0.000 -0.000 3.324 3.100 0.000 4.500 23.000 0.000 0.000 0.000 12.017 0.000 -0.000 8.685 2.383 0.000 4.500 23.000 0.000 0.000 0.000 12.000 0.000 -0.000 3.898 0.738 0.000 0.000 28.000 0.000 0.000 0.000 11.980 0.000 -0.000 17.514 2.502 0.000 0.000 28.000 0.000 0.000 0.000 11.948 0.000 -0.000 21.741 2.241 0.000 0.000 28.000 0.000 0.000 0.000 11.917 0.000 -0.000 25.204 2.065 0.000 4.500 23.000 0.000 0.000 0.000 11.883 0.000 -0.000 31.502 2.151 0.000 3.000 22.500 0.000 0.000 0.000 11.850 0.000 -0.000 30.468 1.807 0.000 3.000 22.500 0.000 0.000 0.000 11.818 -0.000 -0.000 32.471 1.733 0.000 3.000 22.500 0.000 0.000 0.000 11.787 -0.000 -0.000 33.211 1.673 0.000 3.000 22.500 0.000 0.000 0.000 11.755 -0.000 -0.000 33.400 1.625 0.000 3.000 22.500 0.000 0.000 0.000 11.724 -0.000 -0.000 33.387 1.585 0.000 3.000 22.500 0.000 0.000 0.000 11.692 -0.000 -0.000 33.191 1.552 0.000 2.500 12.500 0.000 0.000 0.000 11.660 -0.000 -0.000 33.911 1.585 0.000 2.500 12.500 0.000 0.000 0.000 11.628 -0.000 -0.000 32.948 1.562 0.000 2.500 12.500 0.000 0.000 0.000 11.595 -0.000 -0.000 31.886 1.544 0.000 2.500 12.500 0.000 0.000 0.000 11.562 -0.000 -0.000 30.727 0.000 0.000 2.500 12.500 0.000 0.000 0.000 11.530 -0.000 -0.000 29.475 0.000 0.000 2.500 12.500 0.000 0.000 0.000 11.497 -0.000 -0.000 28.132 0.000 0.000 2.500 12.500 0.000 0.000 0.000 11.465 -0.000 -0.000 25.722 0.000 0.000 2.500 12.500 0.000 0.000 0.000 11.434 -0.000 -0.000 24.340 0.000 0.000 2.500 12.500 0.000 0.000 0.000 11.402 -0.000 -0.000 23.259 0.000 0.000 2.500 12.500 0.000 0.000 0.000 11.371 -0.000 -0.000 22.539 0.000 0.000 2.500 12.500 0.000 0.000 0.000 11.339 -0.000 -0.000 21.736 0.000 0.000 2.500 12.500 0.000 0.000 0.000 11.308 -0.000 -0.000 20.848 0.000 0.000 2.500 12.500 0.000 0.000 0.000 11.279 -0.000 -0.000 20.934 0.000 0.000 2.500 12.500 0.000 0.000 0.000 11.267 0.000 -0.000 20.310 0.000 0.000 3.000 22.500 0.000 0.000 0.000 11.256 0.000 -0.000 20.435 0.000 0.000 3.000 22.500 0.000 0.000 0.000 11.244 0.000 -0.000 18.768 0.000 0.000 3.000 22.500 0.000 0.000 0.000 11.232 0.000 -0.000 16.815 0.000 0.000 3.000 22.500 0.000 0.000 0.000 11.221 -0.000 -0.000 14.537 0.000 0.000 3.000 22.500 0.000 0.000 0.000 11.209 -0.000 -0.000 11.829 0.000 0.000 0.000 28.000 0.000 0.000 0.000 11.198 -0.000 -0.000 6.991 0.000 0.000 0.000 28.000 0.000 0.000 0.000 11.189 -0.000 -0.000 4.684 0.000 0.000 0.000 28.000 0.000 0.000 0.000 11.180 -0.000 -0.000 2.015 0.000 0.000 0.000 28.000 0.000 0.000 0.000 11.174 -0.000 -0.000 0.054 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] 21.916 21.916 0.000 0.000 0.000 4.615 3.412 0.000 0.000 0.000 0.000 0.000 0.000 37.760 37.760 0.000 0.000 0.000 8.804 16.132 0.000 0.000 0.000 0.000 0.000 0.000 45.869 39.793 0.962 0.000 0.962 9.954 19.624 0.000 0.000 0.000 0.000 5.114 6.076 53.491 43.894 4.917 0.000 4.917 10.605 25.706 0.000 0.000 0.000 0.000 4.680 9.596 64.089 49.608 10.288 0.000 10.288 13.036 31.599 0.000 0.000 0.000 0.000 4.192 14.480 72.874 54.377 14.634 0.000 14.634 15.188 36.815 0.000 0.000 0.000 0.000 3.863 18.497 80.701 61.902 18.431 0.000 18.799 18.053 44.214 0.000 0.000 0.000 0.000 0.000 18.799 87.293 60.176 21.631 0.000 22.719 17.059 45.838 0.000 0.000 0.000 0.000 4.398 27.117 92.510 62.386 24.174 0.000 25.906 18.117 49.129 0.000 0.000 0.000 0.000 4.218 30.124 94.351 61.315 26.349 0.000 28.963 18.286 49.654 0.000 0.000 0.000 0.000 4.073 33.036 94.731 58.989 28.203 0.000 31.787 18.067 48.975 0.000 0.000 0.000 0.000 3.955 35.742 94.589 56.468 29.768 0.000 34.263 17.744 47.970 0.000 0.000 0.000 0.000 3.857 38.121 93.969 53.775 31.071 0.000 36.417 17.328 46.675 0.000 0.000 0.000 0.000 3.778 40.195 92.326 50.317 32.148 0.000 38.297 10.003 46.877 0.000 0.000 0.000 0.000 3.711 42.009 89.762 46.199 33.006 0.000 39.907 9.431 43.551 0.000 0.000 0.000 0.000 3.657 43.564 86.951 42.125 33.630 0.000 41.211 8.850 40.174 0.000 0.000 0.000 0.000 3.614 44.826 79.921 37.704 34.032 0.000 42.216 8.196 36.373 0.000 0.000 0.000 0.000 0.000 42.216 76.664 33.740 34.218 0.000 42.924 7.605 32.934 0.000 0.000 0.000 0.000 0.000 42.924 73.171 29.838 34.192 0.000 43.334 7.011 29.484 0.000 0.000 0.000 0.000 0.000 43.334 69.551 26.107 33.967 0.000 43.444 6.434 26.129 0.000 0.000 0.000 0.000 0.000 43.444 65.812 22.551 33.550 0.000 43.261 5.876 22.882 0.000 0.000 0.000 0.000 0.000 43.261 62.891 20.106 32.940 0.000 42.785 5.502 20.710 0.000 0.000 0.000 0.000 0.000 42.785 60.944 18.941 32.135 0.000 42.003 5.349 19.819 0.000 0.000 0.000 0.000 0.000 42.003 58.773 17.871 31.130 0.000 40.902 5.211 19.017 0.000 0.000 0.000 0.000 0.000 40.902 56.371 16.906 29.919 0.000 39.464 5.091 18.321 0.000 0.000 0.000 0.000 0.000 39.464 53.849 16.233 28.479 0.000 37.616 5.026 17.942 0.000 0.000 0.000 0.000 0.000 37.616 52.245 16.915 26.944 0.000 35.330 5.215 19.041 0.000 0.000 0.000 0.000 0.000 35.330 49.515 17.006 25.078 0.000 32.509 9.225 21.460 0.000 0.000 0.000 0.000 0.000 32.509 45.477 16.398 22.835 0.000 29.078 9.294 21.676 0.000 0.000 0.000 0.000 0.000 29.078 40.745 15.700 20.227 0.000 25.045 9.371 21.916 0.000 0.000 0.000 0.000 0.000 25.045 35.224 14.900 17.203 0.000 20.324 9.294 21.676 0.000 0.000 0.000 0.000 0.000 20.324 28.663 13.871 13.690 0.000 14.792 8.862 20.331 0.000 0.000 0.000 0.000 0.000 14.792 21.762 11.656 10.105 0.000 10.105 6.643 16.102 0.000 0.000 0.000 0.000 0.000 10.105 14.581 8.113 6.468 0.000 6.468 4.623 11.207 0.000 0.000 0.000 0.000 0.000 6.468 6.272 4.008 2.263 0.000 2.263 2.284 5.537 0.000 0.000 0.000 0.000 0.000 2.263 0.899 0.899 0.000 0.000 0.000 0.512 1.241 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]