Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : ARCADIS Nederland BV Mobiliteit LICENSE : Unknown DATE : 15-Aug-13 TIME : 9:35:14 FILENAME : C:\Temp\DAM2\50-109+50_Marshaven.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] 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 zand_deklaag SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=19.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=26.00 SoilDilatancy=26.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 50 ophoging_WL SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=19.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=26.00 SoilDilatancy=26.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 50 klei_dijk SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.10 SoilGamWet=19.90 SoilRestSlope=1 SoilCohesion=3.20 SoilPhi=23.10 SoilDilatancy=23.10 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 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 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=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] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 39 - Number of geometry points - 1 0.000 0.000 0.000 2 70.000 0.000 0.000 3 0.000 4.600 0.000 4 30.000 4.600 0.000 5 52.200 4.800 0.000 6 70.000 4.800 0.000 7 0.000 5.800 0.000 8 30.000 5.800 0.000 9 30.000 5.400 0.000 10 33.000 5.400 0.000 11 35.200 6.000 0.000 12 68.000 5.800 0.000 13 70.000 5.800 0.000 14 41.600 7.000 0.000 15 52.200 7.000 0.000 16 70.000 7.000 0.000 17 52.200 7.600 0.000 18 57.600 7.600 0.000 19 70.000 7.600 0.000 20 42.000 8.600 0.000 21 44.000 9.800 0.000 22 47.000 9.600 0.000 23 50.000 8.400 0.000 24 31.200 6.000 0.000 25 35.000 7.000 0.000 26 41.600 9.600 0.000 27 0.000 9.140 0.000 28 40.600 9.140 0.000 29 41.400 8.340 0.000 30 52.200 7.500 0.000 31 70.000 7.500 0.000 32 52.200 8.120 0.000 33 52.400 7.930 0.000 34 70.000 7.930 0.000 35 52.200 8.700 0.000 36 70.000 8.500 0.000 37 30.000 8.550 0.000 38 30.000 8.900 0.000 39 46.000 9.650 0.000 [END OF POINTS] [CURVES] 38 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 5 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 14 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 17 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 20 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 17 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 24 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 21 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 37 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 32 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 38 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 35 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 39 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 22 [END OF CURVES] [BOUNDARIES] 8 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 28 1 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 8 9 10 2 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 11 12 13 14 10 3 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 11 12 13 15 16 17 4 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 11 12 13 15 18 19 20 5 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 11 12 13 15 18 19 21 22 23 6 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 11 12 13 15 24 25 37 38 26 27 22 23 7 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 11 29 30 31 32 37 38 26 27 22 23 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 8 - Number of boundaries - 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 8 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 8 - Number of boundaries - 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 3 - Number of piezometric level lines - 1 - PlLine number 4 - number of curves on PlLine, next line(s) are curvenumbers 1 2 3 4 2 - PlLine number 4 - number of curves on PlLine, next line(s) are curvenumbers 33 34 5 6 3 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 35 36 7 [END OF PIEZO LINES] [PHREATIC LINE] 1 - Number of the piezometric level line acting as phreatic line - [END OF PHREATIC LINE] [WORLD CO-ORDINATES] 0.000 - X world 1 - 0.000 - Y world 1 - 0.000 - X world 2 - 0.000 - Y world 2 - [END OF WORLD CO-ORDINATES] [LAYERS] 7 - Number of layers - 1 - Layer number, next line is material of layer 50 1e_WVP_WL 3 - Piezometric level line at top of layer 3 - 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 klei_bruin 99 - Piezometric level line at top of layer 3 - 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 zand_deklaag 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 50 ophoging_WL 2 - 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 50 klei_zandig 1 - 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 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 50 kleibekleding 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 7 - Boundarynumber at top of layer 6 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] DIJKRING 50: ZUTPHEN, MHW16050 Dp 109.5, opbarsten binnenteen [MODEL] 1 : Bishop 1 : C phi 0 : Probabilistic off 1 : Mean 1 : Geotextiles on 0 : Nails off 0 : Zone plot off 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 7 Number of layers 7 100 6 100 100 5 100 100 100 4 100 100 100 100 3 100 100 100 100 100 2 100 100 100 100 100 100 1 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 10 80 100 10 30 10 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 [CIRCLES] 48.000 54.000 7 X-direction 11.000 17.000 7 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 Uniform Load (1) 13.00 = magnitude 43.50 46.00 = xstart and xend 26.00 = distribution angle 2 = temporary load [TREE ON SLOPE] 0.00 = WindForce 0.00 = XCoordinate 0.00 = YCoordinate 10.00 = width of root zone 0.0 = AngleOfDistribution [END OF TREE ON SLOPE] [EARTH QUAKE] 0.000 = horizontal acceleration 0.000 = vertical acceleration 0.000 = free water moment factor [SIGMA-TAU CURVES] 0 = number of items [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MINIMAL REQUIRED CIRCLE DEPTH] 0.00 [m] [Slip Circle Selection] IsMinXEntryUsed=0 IsMaxXEntryUsed=0 XEntryMin=0.00 XEntryMax=0.00 [End of Slip Circle Selection] [START VALUE SAFETY FACTOR] 1.000 [-] [REFERENCE LEVEL CU] 7 [LIFT SLIP DATA] 0.000 0.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 0.000 0.000 1 X-direction Right 0.000 0.000 1 Y-direction Right 0.000 0.000 1 Y-direction tangent lines 0 Automatic grid calculation (1) [EXTERNAL WATER LEVELS] 0 = No water data used 0.00 = Design level 0.30 = Decimate height 1 norm = 1/10000 1 = number of items Water data (1) 1 = Phreatic line 0.00 = Level Piezo lines 7 - Number of layers 3 3 = Pl-top and pl-bottom 99 3 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 2 99 = 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 [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] 48.00 11.00 7.00 2.57 48.00 11.00 6.50 2.31 48.00 11.00 6.00 2.01 48.00 11.00 5.50 1.97 48.00 11.00 5.00 1.96 48.00 11.00 4.50 1.96 48.00 11.00 4.00 2.18 48.00 12.00 8.00 2.62 48.00 12.00 7.50 2.36 48.00 12.00 7.00 2.05 48.00 12.00 6.50 1.98 48.00 12.00 6.00 1.99 48.00 12.00 5.50 1.99 48.00 12.00 5.00 2.05 48.00 13.00 9.00 2.70 48.00 13.00 8.50 2.43 48.00 13.00 8.00 2.12 48.00 13.00 7.50 2.03 48.00 13.00 7.00 2.03 48.00 13.00 6.50 2.06 48.00 13.00 6.00 2.19 48.00 14.00 10.00 2.81 48.00 14.00 9.50 2.51 48.00 14.00 9.00 2.20 48.00 14.00 8.50 2.11 48.00 14.00 8.00 2.09 48.00 14.00 7.50 2.15 48.00 14.00 7.00 2.31 48.00 15.00 11.00 2.92 48.00 15.00 10.50 2.62 48.00 15.00 10.00 2.29 48.00 15.00 9.50 2.20 48.00 15.00 9.00 2.16 48.00 15.00 8.50 2.22 48.00 15.00 8.00 2.45 48.00 16.00 12.00 3.05 48.00 16.00 11.50 2.72 48.00 16.00 11.00 2.37 48.00 16.00 10.50 2.30 48.00 16.00 10.00 2.25 48.00 16.00 9.50 2.31 48.00 16.00 9.00 2.55 48.00 17.00 13.00 3.18 48.00 17.00 12.50 2.84 48.00 17.00 12.00 2.46 48.00 17.00 11.50 2.39 48.00 17.00 11.00 2.35 48.00 17.00 10.50 2.40 48.00 17.00 10.00 2.66 49.00 11.00 7.00 2.13 49.00 11.00 6.50 1.89 49.00 11.00 6.00 1.60 49.00 11.00 5.50 1.51 49.00 11.00 5.00 1.54 49.00 11.00 4.50 1.68 49.00 11.00 4.00 2.10 49.00 12.00 8.00 2.19 49.00 12.00 7.50 1.94 49.00 12.00 7.00 1.65 49.00 12.00 6.50 1.56 49.00 12.00 6.00 1.47 49.00 12.00 5.50 1.56 49.00 12.00 5.00 1.90 49.00 13.00 9.00 2.28 49.00 13.00 8.50 2.01 49.00 13.00 8.00 1.73 49.00 13.00 7.50 1.62 49.00 13.00 7.00 1.55 49.00 13.00 6.50 1.54 49.00 13.00 6.00 1.83 49.00 14.00 10.00 2.37 49.00 14.00 9.50 2.10 49.00 14.00 9.00 1.81 49.00 14.00 8.50 1.70 49.00 14.00 8.00 1.63 49.00 14.00 7.50 1.63 49.00 14.00 7.00 1.84 49.00 15.00 11.00 2.48 49.00 15.00 10.50 2.20 49.00 15.00 10.00 1.90 49.00 15.00 9.50 1.79 49.00 15.00 9.00 1.72 49.00 15.00 8.50 1.70 49.00 15.00 8.00 1.95 49.00 16.00 12.00 2.58 49.00 16.00 11.50 2.30 49.00 16.00 11.00 1.99 49.00 16.00 10.50 1.88 49.00 16.00 10.00 1.79 49.00 16.00 9.50 1.78 49.00 16.00 9.00 2.07 49.00 17.00 13.00 2.69 49.00 17.00 12.50 2.39 49.00 17.00 12.00 2.08 49.00 17.00 11.50 1.99 49.00 17.00 11.00 1.89 49.00 17.00 10.50 1.84 49.00 17.00 10.00 2.16 50.00 11.00 7.00 1.87 50.00 11.00 6.50 1.64 50.00 11.00 6.00 1.46 50.00 11.00 5.50 1.42 50.00 11.00 5.00 1.42 50.00 11.00 4.50 1.54 50.00 11.00 4.00 2.06 50.00 12.00 8.00 1.93 50.00 12.00 7.50 1.69 50.00 12.00 7.00 1.43 50.00 12.00 6.50 1.36 50.00 12.00 6.00 1.34 50.00 12.00 5.50 1.37 50.00 12.00 5.00 1.94 50.00 13.00 9.00 2.01 50.00 13.00 8.50 1.75 50.00 13.00 8.00 1.51 50.00 13.00 7.50 1.39 50.00 13.00 7.00 1.31 50.00 13.00 6.50 1.33 50.00 13.00 6.00 1.80 50.00 14.00 10.00 2.10 50.00 14.00 9.50 1.83 50.00 14.00 9.00 1.57 50.00 14.00 8.50 1.47 50.00 14.00 8.00 1.36 50.00 14.00 7.50 1.32 50.00 14.00 7.00 1.74 50.00 15.00 11.00 2.19 50.00 15.00 10.50 1.92 50.00 15.00 10.00 1.66 50.00 15.00 9.50 1.55 50.00 15.00 9.00 1.45 50.00 15.00 8.50 1.38 50.00 15.00 8.00 1.72 50.00 16.00 12.00 2.29 50.00 16.00 11.50 2.01 50.00 16.00 11.00 1.74 50.00 16.00 10.50 1.62 50.00 16.00 10.00 1.54 50.00 16.00 9.50 1.47 50.00 16.00 9.00 1.74 50.00 17.00 13.00 2.38 50.00 17.00 12.50 2.11 50.00 17.00 12.00 1.83 50.00 17.00 11.50 1.70 50.00 17.00 11.00 1.61 50.00 17.00 10.50 1.56 50.00 17.00 10.00 1.83 51.00 11.00 7.00 1.84 51.00 11.00 6.50 1.68 51.00 11.00 6.00 1.51 51.00 11.00 5.50 1.48 51.00 11.00 5.00 1.40 51.00 11.00 4.50 1.38 51.00 11.00 4.00 2.00 51.00 12.00 8.00 1.79 51.00 12.00 7.50 1.59 51.00 12.00 7.00 1.42 51.00 12.00 6.50 1.37 51.00 12.00 6.00 1.37 51.00 12.00 5.50 1.38 51.00 12.00 5.00 1.89 51.00 13.00 9.00 1.86 51.00 13.00 8.50 1.61 51.00 13.00 8.00 1.39 51.00 13.00 7.50 1.33 51.00 13.00 7.00 1.30 51.00 13.00 6.50 1.37 51.00 13.00 6.00 1.88 51.00 14.00 10.00 1.92 51.00 14.00 9.50 1.67 51.00 14.00 9.00 1.44 51.00 14.00 8.50 1.33 51.00 14.00 8.00 1.29 51.00 14.00 7.50 1.33 51.00 14.00 7.00 1.81 51.00 15.00 11.00 2.00 51.00 15.00 10.50 1.74 51.00 15.00 10.00 1.52 51.00 15.00 9.50 1.39 51.00 15.00 9.00 1.29 51.00 15.00 8.50 1.32 51.00 15.00 8.00 1.76 51.00 16.00 12.00 2.09 51.00 16.00 11.50 1.82 51.00 16.00 11.00 1.58 51.00 16.00 10.50 1.47 51.00 16.00 10.00 1.36 51.00 16.00 9.50 1.33 51.00 16.00 9.00 1.73 51.00 17.00 13.00 2.18 51.00 17.00 12.50 1.90 51.00 17.00 12.00 1.65 51.00 17.00 11.50 1.54 51.00 17.00 11.00 1.43 51.00 17.00 10.50 1.37 51.00 17.00 10.00 1.74 52.00 11.00 7.00 2.03 52.00 11.00 6.50 1.89 52.00 11.00 6.00 1.67 52.00 11.00 5.50 1.54 52.00 11.00 5.00 1.49 52.00 11.00 4.50 1.51 52.00 11.00 4.00 2.28 52.00 12.00 8.00 1.87 52.00 12.00 7.50 1.71 52.00 12.00 7.00 1.55 52.00 12.00 6.50 1.55 52.00 12.00 6.00 1.43 52.00 12.00 5.50 1.46 52.00 12.00 5.00 2.14 52.00 13.00 9.00 1.79 52.00 13.00 8.50 1.63 52.00 13.00 8.00 1.46 52.00 13.00 7.50 1.43 52.00 13.00 7.00 1.46 52.00 13.00 6.50 1.43 52.00 13.00 6.00 2.03 52.00 14.00 10.00 1.84 52.00 14.00 9.50 1.60 52.00 14.00 9.00 1.42 52.00 14.00 8.50 1.37 52.00 14.00 8.00 1.39 52.00 14.00 7.50 1.45 52.00 14.00 7.00 1.95 52.00 15.00 11.00 1.91 52.00 15.00 10.50 1.66 52.00 15.00 10.00 1.42 52.00 15.00 9.50 1.36 52.00 15.00 9.00 1.35 52.00 15.00 8.50 1.43 52.00 15.00 8.00 1.94 52.00 16.00 12.00 1.96 52.00 16.00 11.50 1.71 52.00 16.00 11.00 1.49 52.00 16.00 10.50 1.37 52.00 16.00 10.00 1.34 52.00 16.00 9.50 1.40 52.00 16.00 9.00 1.86 52.00 17.00 13.00 2.04 52.00 17.00 12.50 1.78 52.00 17.00 12.00 1.56 52.00 17.00 11.50 1.43 52.00 17.00 11.00 1.34 52.00 17.00 10.50 1.40 52.00 17.00 10.00 1.82 53.00 11.00 7.00 2.40 53.00 11.00 6.50 2.12 53.00 11.00 6.00 1.91 53.00 11.00 5.50 1.86 53.00 11.00 5.00 1.86 53.00 11.00 4.50 2.04 53.00 11.00 4.00 3.55 53.00 12.00 8.00 2.15 53.00 12.00 7.50 2.03 53.00 12.00 7.00 1.76 53.00 12.00 6.50 1.71 53.00 12.00 6.00 1.71 53.00 12.00 5.50 1.86 53.00 12.00 5.00 3.07 53.00 13.00 9.00 1.98 53.00 13.00 8.50 1.82 53.00 13.00 8.00 1.71 53.00 13.00 7.50 1.62 53.00 13.00 7.00 1.61 53.00 13.00 6.50 1.74 53.00 13.00 6.00 2.74 53.00 14.00 10.00 1.89 53.00 14.00 9.50 1.72 53.00 14.00 9.00 1.58 53.00 14.00 8.50 1.60 53.00 14.00 8.00 1.56 53.00 14.00 7.50 1.66 53.00 14.00 7.00 2.50 53.00 15.00 11.00 1.87 53.00 15.00 10.50 1.68 53.00 15.00 10.00 1.52 53.00 15.00 9.50 1.51 53.00 15.00 9.00 1.55 53.00 15.00 8.50 1.61 53.00 15.00 8.00 2.33 53.00 16.00 12.00 1.93 53.00 16.00 11.50 1.68 53.00 16.00 11.00 1.50 53.00 16.00 10.50 1.46 53.00 16.00 10.00 1.50 53.00 16.00 9.50 1.58 53.00 16.00 9.00 2.19 53.00 17.00 13.00 1.99 53.00 17.00 12.50 1.74 53.00 17.00 12.00 1.51 53.00 17.00 11.50 1.44 53.00 17.00 11.00 1.46 53.00 17.00 10.50 1.54 53.00 17.00 10.00 2.13 54.00 11.00 7.00 2.92 54.00 11.00 6.50 2.71 54.00 11.00 6.00 2.56 54.00 11.00 5.50 2.68 54.00 11.00 5.00 3.05 54.00 11.00 4.50 4.52 54.00 11.00 4.00 25.37 54.00 12.00 8.00 2.58 54.00 12.00 7.50 2.37 54.00 12.00 7.00 2.22 54.00 12.00 6.50 2.28 54.00 12.00 6.00 2.50 54.00 12.00 5.50 3.36 54.00 12.00 5.00 10.03 54.00 13.00 9.00 2.38 54.00 13.00 8.50 2.18 54.00 13.00 8.00 2.00 54.00 13.00 7.50 2.04 54.00 13.00 7.00 2.19 54.00 13.00 6.50 2.77 54.00 13.00 6.00 6.42 54.00 14.00 10.00 2.17 54.00 14.00 9.50 2.05 54.00 14.00 9.00 1.89 54.00 14.00 8.50 1.88 54.00 14.00 8.00 1.99 54.00 14.00 7.50 2.42 54.00 14.00 7.00 4.88 54.00 15.00 11.00 2.05 54.00 15.00 10.50 1.89 54.00 15.00 10.00 1.82 54.00 15.00 9.50 1.80 54.00 15.00 9.00 1.84 54.00 15.00 8.50 2.19 54.00 15.00 8.00 3.99 54.00 16.00 12.00 1.99 54.00 16.00 11.50 1.81 54.00 16.00 11.00 1.69 54.00 16.00 10.50 1.73 54.00 16.00 10.00 1.77 54.00 16.00 9.50 2.02 54.00 16.00 9.00 3.41 54.00 17.00 13.00 1.99 54.00 17.00 12.50 1.77 54.00 17.00 12.00 1.63 54.00 17.00 11.50 1.66 54.00 17.00 11.00 1.72 54.00 17.00 10.50 1.90 54.00 17.00 10.00 3.02 [End of Data] [END OF ZONE RESULTS] [CircleResults] 7.000 4.000 7 7 7 51.000 14.000 8.000 1.290 48.000 11.000 4.500 1.960 48.000 12.000 6.500 1.976 48.000 13.000 7.000 2.028 48.000 14.000 8.000 2.085 48.000 15.000 9.000 2.161 48.000 16.000 10.000 2.253 48.000 17.000 11.000 2.350 49.000 11.000 5.500 1.507 49.000 12.000 6.000 1.469 49.000 13.000 6.500 1.540 49.000 14.000 7.500 1.626 49.000 15.000 8.500 1.696 49.000 16.000 9.500 1.776 49.000 17.000 10.500 1.843 50.000 11.000 5.000 1.415 50.000 12.000 6.000 1.336 50.000 13.000 7.000 1.312 50.000 14.000 7.500 1.325 50.000 15.000 8.500 1.375 50.000 16.000 9.500 1.468 50.000 17.000 10.500 1.557 51.000 11.000 4.500 1.385 51.000 12.000 6.500 1.369 51.000 13.000 7.000 1.302 51.000 14.000 8.000 1.290 51.000 15.000 9.000 1.294 51.000 16.000 9.500 1.334 51.000 17.000 10.500 1.373 52.000 11.000 5.000 1.487 52.000 12.000 6.000 1.431 52.000 13.000 7.500 1.431 52.000 14.000 8.500 1.369 52.000 15.000 9.000 1.351 52.000 16.000 10.000 1.337 52.000 17.000 11.000 1.343 53.000 11.000 5.500 1.860 53.000 12.000 6.500 1.708 53.000 13.000 7.000 1.607 53.000 14.000 8.000 1.559 53.000 15.000 9.500 1.514 53.000 16.000 10.500 1.461 53.000 17.000 11.500 1.437 54.000 11.000 6.000 2.564 54.000 12.000 7.000 2.219 54.000 13.000 8.000 2.004 54.000 14.000 8.500 1.879 54.000 15.000 9.500 1.797 54.000 16.000 11.000 1.692 54.000 17.000 12.000 1.629 [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] 1.290 33 51.000 14.000 8.000 44.200 55.800 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] 44.576 44.200 9.232 9.785 9.757 9.785 44.951 44.576 8.764 9.232 9.729 9.757 45.327 44.951 8.359 8.764 9.700 9.729 45.702 45.327 8.005 8.359 9.672 9.700 46.059 45.702 7.709 8.005 9.647 9.672 46.415 46.059 7.444 7.709 9.629 9.647 46.771 46.415 7.209 7.444 9.611 9.629 47.127 46.771 7.000 7.209 9.549 9.611 47.489 47.127 6.811 7.000 9.404 9.549 47.852 47.489 6.646 6.811 9.259 9.404 48.214 47.852 6.501 6.646 9.114 9.259 48.576 48.214 6.376 6.501 8.969 9.114 48.939 48.576 6.270 6.376 8.824 8.969 49.301 48.939 6.182 6.270 8.680 8.824 49.664 49.301 6.112 6.182 8.535 8.680 50.026 49.664 6.060 6.112 8.391 8.535 50.388 50.026 6.023 6.060 8.259 8.391 50.751 50.388 6.004 6.023 8.127 8.259 51.113 50.751 6.001 6.004 7.995 8.127 51.475 51.113 6.014 6.001 7.864 7.995 51.838 51.475 6.044 6.014 7.732 7.864 52.200 51.838 6.091 6.044 7.600 7.732 52.582 52.200 6.158 6.091 7.600 7.600 52.964 52.582 6.245 6.158 7.600 7.600 53.346 52.964 6.352 6.245 7.600 7.600 53.727 53.346 6.479 6.352 7.600 7.600 54.109 53.727 6.629 6.479 7.600 7.600 54.491 54.109 6.802 6.629 7.600 7.600 54.873 54.491 7.000 6.802 7.600 7.600 55.137 54.873 7.152 7.000 7.600 7.600 55.400 55.137 7.319 7.152 7.600 7.600 55.664 55.400 7.500 7.319 7.600 7.600 55.800 55.664 7.600 7.500 7.600 7.600 [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] 3.200 23.100 0.000 0.000 0.000 8.108 -0.000 -0.000 1.881 4.535 0.000 3.200 23.100 0.000 0.000 0.000 8.078 -0.000 -0.000 5.340 3.827 0.000 3.200 23.100 0.000 0.000 0.000 8.049 -0.000 -0.000 8.268 3.376 0.000 3.200 23.100 0.000 0.000 0.000 8.020 -0.000 -0.000 10.786 3.063 0.000 3.200 23.100 0.000 0.000 0.000 7.992 -0.000 -0.000 12.296 2.691 0.000 3.200 23.100 0.000 0.000 0.000 7.964 -0.000 -0.000 14.135 2.530 0.000 3.200 23.100 0.000 0.000 0.000 7.936 -0.000 -0.000 15.775 2.402 0.000 3.200 23.100 0.000 0.000 0.000 7.908 -0.000 -0.000 17.221 2.299 0.000 0.000 26.000 0.000 0.000 0.000 7.880 -0.000 -0.000 18.046 2.252 0.000 0.000 26.000 0.000 0.000 0.000 7.852 -0.000 -0.000 18.255 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.824 -0.000 -0.000 18.313 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.796 -0.000 -0.000 18.230 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.768 -0.000 -0.000 18.012 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.740 -0.000 -0.000 17.667 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.711 -0.000 -0.000 17.198 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.683 -0.000 -0.000 16.610 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.655 -0.000 -0.000 15.957 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.627 -0.000 -0.000 15.229 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.599 -0.000 -0.000 14.387 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.570 -0.000 -0.000 13.431 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.542 -0.000 -0.000 12.362 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.514 -0.000 -0.000 11.179 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.500 0.000 -0.000 10.657 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.500 0.000 -0.000 10.098 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.500 0.000 -0.000 9.395 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.500 0.000 -0.000 8.545 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.500 0.000 -0.000 7.539 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.500 0.000 -0.000 6.368 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.500 0.000 -0.000 5.022 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.500 0.000 -0.000 2.589 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.500 0.000 -0.000 1.791 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.500 0.000 -0.000 0.920 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.500 0.000 -0.000 0.121 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] 17.088 17.088 0.000 0.000 0.000 5.469 9.037 0.000 0.000 0.000 0.000 0.000 0.000 24.414 24.414 0.000 0.000 0.000 7.473 15.096 0.000 0.000 0.000 0.000 0.000 0.000 31.011 31.011 0.000 0.000 0.000 9.390 20.892 0.000 0.000 0.000 0.000 0.000 0.000 36.883 36.883 0.000 0.000 0.000 11.189 26.333 0.000 0.000 0.000 0.000 0.000 0.000 42.081 35.472 1.320 0.000 1.320 11.141 26.188 0.000 0.000 0.000 0.000 5.288 6.608 46.791 38.019 3.800 0.000 3.800 12.089 29.054 0.000 0.000 0.000 0.000 4.972 8.772 51.038 40.340 5.977 0.000 5.977 12.985 31.764 0.000 0.000 0.000 0.000 4.721 10.698 54.807 42.404 7.885 0.000 7.885 13.819 34.286 0.000 0.000 0.000 0.000 4.518 12.403 56.016 42.956 9.562 0.000 13.060 13.572 35.893 0.000 0.000 0.000 0.000 0.000 13.060 50.378 35.233 11.025 0.000 15.145 11.357 30.033 0.000 0.000 0.000 0.000 0.000 15.145 50.538 33.567 12.272 0.000 16.971 11.027 29.162 0.000 0.000 0.000 0.000 0.000 16.971 50.308 31.755 13.318 0.000 18.553 10.624 28.096 0.000 0.000 0.000 0.000 0.000 18.553 49.709 29.806 14.173 0.000 19.903 10.150 26.841 0.000 0.000 0.000 0.000 0.000 19.903 48.756 27.726 14.845 0.000 21.030 9.606 25.403 0.000 0.000 0.000 0.000 0.000 21.030 47.463 25.521 15.342 0.000 21.942 8.993 23.783 0.000 0.000 0.000 0.000 0.000 21.942 45.840 23.195 15.669 0.000 22.644 8.312 21.982 0.000 0.000 0.000 0.000 0.000 22.644 44.038 20.898 15.829 0.000 23.140 7.615 20.139 0.000 0.000 0.000 0.000 0.000 23.140 42.027 18.594 15.825 0.000 23.433 6.891 18.222 0.000 0.000 0.000 0.000 0.000 23.433 39.703 16.179 15.660 0.000 23.524 6.098 16.127 0.000 0.000 0.000 0.000 0.000 23.524 37.066 13.654 15.333 0.000 23.412 5.236 13.847 0.000 0.000 0.000 0.000 0.000 23.412 34.117 11.020 14.845 0.000 23.097 4.301 11.374 0.000 0.000 0.000 0.000 0.000 23.097 30.852 8.277 14.194 0.000 22.575 3.290 8.700 0.000 0.000 0.000 0.000 0.000 22.575 27.910 7.146 13.496 0.000 20.764 2.895 7.657 0.000 0.000 0.000 0.000 0.000 20.764 26.444 6.767 12.740 0.000 19.677 2.800 7.403 0.000 0.000 0.000 0.000 0.000 19.677 24.605 6.220 11.790 0.000 18.384 2.630 6.956 0.000 0.000 0.000 0.000 0.000 18.384 22.377 5.551 10.640 0.000 16.826 2.403 6.355 0.000 0.000 0.000 0.000 0.000 16.826 19.742 4.752 9.279 0.000 14.990 2.109 5.579 0.000 0.000 0.000 0.000 0.000 14.990 16.677 3.815 7.696 0.000 12.862 1.741 4.603 0.000 0.000 0.000 0.000 0.000 12.862 13.152 2.729 5.876 0.000 10.422 1.284 3.395 0.000 0.000 0.000 0.000 0.000 10.422 9.822 2.089 4.157 0.000 7.732 1.693 3.068 0.000 0.000 0.000 0.000 0.000 7.732 6.793 1.969 2.594 0.000 4.824 1.680 3.029 0.000 0.000 0.000 0.000 0.000 4.824 3.492 1.838 0.889 0.000 1.653 1.665 2.983 0.000 0.000 0.000 0.000 0.000 1.653 0.885 0.885 0.000 0.000 0.000 1.289 1.822 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]