Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : ARCADIS Nederland BV Mobiliteit LICENSE : Unknown DATE : 15-Aug-13 TIME : 9:34:42 FILENAME : C:\Temp\DAM2\47-104 A348.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 klei_humeus SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.90 SoilGamWet=14.00 SoilRestSlope=1 SoilCohesion=4.00 SoilPhi=16.50 SoilDilatancy=17.90 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 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] 55 - Number of geometry points - 1 125.000 10.400 0.000 2 114.800 10.400 0.000 3 112.700 9.000 0.000 4 111.400 9.000 0.000 5 109.600 10.400 0.000 6 98.000 11.400 0.000 7 90.600 14.600 0.000 8 89.800 14.800 0.000 9 79.600 14.900 0.000 10 63.800 14.600 0.000 11 61.900 14.200 0.000 12 57.600 12.300 0.000 13 55.300 11.600 0.000 14 51.600 10.800 0.000 15 46.600 10.600 0.000 16 0.000 10.600 0.000 17 125.000 9.000 0.000 18 125.000 8.500 0.000 19 112.700 8.500 0.000 20 111.400 8.500 0.000 21 98.000 10.800 0.000 22 90.400 14.000 0.000 23 62.200 13.200 0.000 24 58.000 11.400 0.000 25 55.600 10.600 0.000 26 51.800 9.800 0.000 27 89.800 10.200 0.000 28 63.800 10.200 0.000 29 98.000 9.000 0.000 30 89.800 8.800 0.000 31 63.800 8.500 0.000 32 51.600 8.800 0.000 33 0.000 8.800 0.000 34 63.800 7.800 0.000 35 51.600 7.800 0.000 36 0.000 7.800 0.000 37 98.000 8.500 0.000 38 89.800 8.400 0.000 39 125.000 0.000 0.000 40 0.000 0.000 0.000 41 125.000 10.000 0.000 42 114.800 10.000 0.000 43 109.600 10.000 0.000 44 98.000 10.780 0.000 45 79.600 11.000 0.000 46 65.000 11.600 0.000 47 60.200 12.200 0.000 48 59.400 13.030 0.000 49 21.600 13.030 0.000 50 0.000 13.030 0.000 51 125.000 10.760 0.000 52 111.400 10.760 0.000 53 109.600 11.900 0.000 54 98.000 12.010 0.000 55 51.600 12.600 0.000 [END OF POINTS] [CURVES] 57 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 1 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 2 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 3 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 4 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 5 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 6 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 7 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 8 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 9 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 10 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 11 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 12 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 13 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 14 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 15 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 17 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 3 19 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 19 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 20 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 5 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 21 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 22 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 10 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 26 25 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 26 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 21 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 27 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 28 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 4 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 29 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 30 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 31 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 32 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 30 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 34 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 35 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 20 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 37 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 38 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 39 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 41 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 42 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 43 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 44 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 45 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 46 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 47 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 48 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 49 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 51 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 52 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 53 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 55 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 54 [END OF CURVES] [BOUNDARIES] 11 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 43 1 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 39 38 42 41 40 19 17 2 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 39 38 37 33 32 20 19 17 3 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 36 35 34 33 32 20 19 17 4 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 15 14 28 27 31 30 29 21 4 20 19 17 5 - Boundary number 16 - number of curves on boundary, next line(s) are curvenumbers 15 14 28 27 26 25 24 9 8 23 22 21 4 20 19 17 6 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 15 14 13 12 11 10 9 8 23 22 21 4 20 19 17 7 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 15 14 13 12 11 10 9 8 7 6 5 4 20 19 17 8 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 15 14 13 12 11 10 9 8 7 6 5 4 3 18 17 9 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 15 14 13 12 11 10 9 8 7 6 5 4 3 16 10 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 11 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 11 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 11 - Number of boundaries - 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 9 - number of curves on PlLine, next line(s) are curvenumbers 52 51 50 49 48 47 46 45 44 2 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 52 56 57 55 54 53 [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] 10 - Number of layers - 1 - Layer number, next line is material of layer 47 1e_WVP_WL 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 1 - Boundarynumber at top of layer 0 - Boundarynumber at bottom of layer 2 - Layer number, next line is material of layer 47 klei_humeus 99 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 2 - Boundarynumber at top of layer 1 - Boundarynumber at bottom of layer 3 - Layer number, next line is material of layer 47 veen_1 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer 47 klei_bruin 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 bekleding 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 zavel 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 7 - Boundarynumber at top of layer 6 - Boundarynumber at bottom of layer 8 - Layer number, next line is material of layer 47 klei_humeus 99 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 8 - Boundarynumber at top of layer 7 - Boundarynumber at bottom of layer 9 - Layer number, next line is material of layer 47 klei_humeus 99 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 9 - Boundarynumber at top of layer 8 - Boundarynumber at bottom of layer 10 - Layer number, next line is material of layer 47 klei_bruin 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 10 - Boundarynumber at top of layer 9 - Boundarynumber at bottom of layer [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 104, MHW2006 (+13.03), zone I (eis = 1,100) [MODEL] 1 : Bishop 1 : C phi 0 : Probabilistic off 1 : Mean 1 : Geotextiles on 0 : Nails off 0 : Zone plot off 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [FORBIDDEN LINES] 5 - Forbidden lines 1 98.00 11.40 - X1 Y1 90.60 14.60 - X2 Y2 2 89.80 14.80 - X1 Y1 90.60 14.60 - X2 Y2 3 89.80 14.80 - X1 Y1 82.00 14.87 - X2 Y2 4 79.60 14.90 - X1 Y1 82.00 14.87 - X2 Y2 5 79.60 14.90 - X1 Y1 77.00 14.85 - X2 Y2 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 10 Number of layers 10 100 9 100 100 8 100 100 100 7 100 100 100 100 6 100 100 100 100 100 5 100 100 100 100 100 100 4 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 10 10 10 100 30 30 100 100 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 97.500 102.500 5 X-direction 45.500 50.500 5 Y-direction 8.000 5.000 7 Tangent lines 125.000 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 74.50 77.00 = 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] 10 [LIFT SLIP DATA] 125.000 125.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 125.000 125.000 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 10 - 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 99 2 = Pl-top and pl-bottom 99 2 = Pl-top and pl-bottom 1 99 = Pl-top and pl-bottom [MODEL FACTOR] 1.00 = Limit value stability factor 0.08 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 100.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [CALCULATION OPTIONS] MoveCalculationGrid=1 ProbCalculationType=2 SearchMethod=0 [END OF CALCULATION OPTIONS] [PROBABILISTIC DEFAULTS] CohesionVariationTotal=0.25 CohesionDesignPartial=1.25 CohesionDesignStdDev=-1.65 CohesionDistribution=3 PhiVariationTotal=0.15 PhiDesignPartial=1.10 PhiDesignStdDev=-1.65 PhiDistribution=3 StressTableVariationTotal=0.20 StressTableDesignPartial=1.15 StressTableDesignStdDev=-1.65 StressTableDistribution=3 RatioCuPcVariationTotal=0.25 RatioCuPcDesignPartial=1.15 RatioCuPcDesignStdDev=-1.65 RatioCuPcDistribution=3 CuVariationTotal=0.25 CuDesignPartial=1.15 CuDesignStdDev=-1.65 CuDistribution=3 POPVariationTotal=0.10 POPDesignPartial=1.10 POPDesignStdDev=-1.65 POPDistribution=3 CompressionRatioVariationTotal=0.25 CompressionRatioDesignPartial=1.00 CompressionRatioDesignStdDev=0.00 CompressionRatioDistribution=3 ConsolidationCoefTotalStdDev=20.00 ConsolidationCoefDesignPartial=1.00 ConsolidationCoefDesignStdDev=1.65 ConsolidationCoefDistribution=2 HydraulicPressureTotalStdDev=0.50 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=1.00 LimitValueBishopStdDev=0.08 LimitValueBishopDistribution=3 LimitValueVanMean=0.95 LimitValueVanStdDev=0.08 LimitValueVanDistribution=3 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] 0.00 = Diketable Height [m] 125.00 = X co-ordinate indicating start of zone [m] 125.00 = 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 125.00 = Left side minimum road [m] 125.00 = 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] 97.50 45.50 40.50 2.48 97.50 45.50 40.00 2.39 97.50 45.50 39.50 2.24 97.50 45.50 39.00 2.18 97.50 45.50 38.50 2.13 97.50 45.50 38.00 2.12 97.50 45.50 37.50 2.10 97.50 46.75 41.75 2.52 97.50 46.75 41.25 2.41 97.50 46.75 40.75 2.32 97.50 46.75 40.25 2.20 97.50 46.75 39.75 2.16 97.50 46.75 39.25 2.12 97.50 46.75 38.75 2.11 97.50 48.00 43.00 2.56 97.50 48.00 42.50 2.44 97.50 48.00 42.00 2.36 97.50 48.00 41.50 2.23 97.50 48.00 41.00 2.18 97.50 48.00 40.50 2.14 97.50 48.00 40.00 2.14 97.50 49.25 44.25 2.59 97.50 49.25 43.75 2.48 97.50 49.25 43.25 2.39 97.50 49.25 42.75 2.26 97.50 49.25 42.25 2.21 97.50 49.25 41.75 2.18 97.50 49.25 41.25 2.15 97.50 50.50 45.50 2.63 97.50 50.50 45.00 2.52 97.50 50.50 44.50 2.42 97.50 50.50 44.00 2.28 97.50 50.50 43.50 2.24 97.50 50.50 43.00 2.19 97.50 50.50 42.50 2.16 98.75 45.50 40.50 2.43 98.75 45.50 40.00 2.30 98.75 45.50 39.50 2.20 98.75 45.50 39.00 2.05 98.75 45.50 38.50 2.00 98.75 45.50 38.00 1.98 98.75 46.75 41.75 2.47 98.75 46.75 41.25 2.35 98.75 46.75 40.75 2.23 98.75 46.75 40.25 2.13 98.75 46.75 39.75 2.02 98.75 46.75 39.25 1.98 98.75 46.75 38.75 1.98 98.75 48.00 43.00 2.50 98.75 48.00 42.50 2.38 98.75 48.00 42.00 2.26 98.75 48.00 41.50 2.18 98.75 48.00 41.00 2.03 98.75 48.00 40.50 2.01 98.75 48.00 40.00 2.00 98.75 49.25 44.25 2.54 98.75 49.25 43.75 2.42 98.75 49.25 43.25 2.29 98.75 49.25 42.75 2.20 98.75 49.25 42.25 2.06 98.75 49.25 41.75 2.02 98.75 49.25 41.25 2.01 98.75 50.50 45.50 2.57 98.75 50.50 45.00 2.44 98.75 50.50 44.50 2.34 98.75 50.50 44.00 2.24 98.75 50.50 43.50 2.09 98.75 50.50 43.00 2.04 98.75 50.50 42.50 2.04 100.00 45.50 40.50 2.39 100.00 45.50 40.00 2.25 100.00 45.50 39.50 2.14 100.00 45.50 39.00 2.05 100.00 45.50 38.50 1.89 100.00 46.75 41.75 2.42 100.00 46.75 41.25 2.30 100.00 46.75 40.75 2.16 100.00 46.75 40.25 2.08 100.00 46.75 39.75 1.92 100.00 48.00 43.00 2.46 100.00 48.00 42.50 2.33 100.00 48.00 42.00 2.20 100.00 48.00 41.50 2.10 100.00 48.00 41.00 1.94 100.00 48.00 40.50 1.88 100.00 49.25 44.25 2.50 100.00 49.25 43.75 2.36 100.00 49.25 43.25 2.24 100.00 49.25 42.75 2.12 100.00 49.25 42.25 2.04 100.00 49.25 41.75 1.91 100.00 50.50 45.50 2.54 100.00 50.50 45.00 2.40 100.00 50.50 44.50 2.25 100.00 50.50 44.00 2.15 100.00 50.50 43.50 2.06 100.00 50.50 43.00 1.91 100.00 50.50 42.50 1.91 101.25 45.50 40.50 2.36 101.25 45.50 40.00 2.25 101.25 45.50 39.50 2.13 101.25 46.75 41.75 2.39 101.25 46.75 41.25 2.27 101.25 46.75 40.75 2.15 101.25 46.75 40.25 2.03 101.25 48.00 43.00 2.43 101.25 48.00 42.50 2.30 101.25 48.00 42.00 2.19 101.25 48.00 41.50 2.07 101.25 49.25 44.25 2.45 101.25 49.25 43.75 2.33 101.25 49.25 43.25 2.21 101.25 49.25 42.75 2.08 101.25 49.25 42.25 1.98 101.25 50.50 45.50 2.49 101.25 50.50 45.00 2.36 101.25 50.50 44.50 2.23 101.25 50.50 44.00 2.11 101.25 50.50 43.50 2.02 102.50 45.50 40.50 2.37 102.50 45.50 40.00 2.24 102.50 46.75 41.75 2.40 102.50 46.75 41.25 2.28 102.50 48.00 43.00 2.42 102.50 48.00 42.50 2.30 102.50 48.00 42.00 2.17 102.50 49.25 44.25 2.45 102.50 49.25 43.75 2.33 102.50 49.25 43.25 2.20 102.50 50.50 45.50 2.47 102.50 50.50 45.00 2.35 102.50 50.50 44.50 2.22 102.50 50.50 44.00 2.09 [End of Data] [END OF ZONE RESULTS] [CircleResults] 8.000 5.000 7 5 5 100.000 48.000 40.500 1.881 97.500 45.500 37.500 2.104 97.500 46.750 38.750 2.112 97.500 48.000 40.000 2.137 97.500 49.250 41.250 2.145 97.500 50.500 42.500 2.160 98.750 45.500 38.000 1.976 98.750 46.750 38.750 1.977 98.750 48.000 40.000 2.002 98.750 49.250 41.250 2.009 98.750 50.500 42.500 2.037 100.000 45.500 38.500 1.891 100.000 46.750 39.750 1.918 100.000 48.000 40.500 1.881 100.000 49.250 41.750 1.906 100.000 50.500 42.500 1.909 101.250 45.500 39.500 2.127 101.250 46.750 40.250 2.026 101.250 48.000 41.500 2.065 101.250 49.250 42.250 1.982 101.250 50.500 43.500 2.017 102.500 45.500 40.000 2.245 102.500 46.750 41.250 2.280 102.500 48.000 42.000 2.170 102.500 49.250 43.250 2.204 102.500 50.500 44.000 2.092 [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] 1.881 33 100.000 48.000 40.500 76.740 111.271 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] 77.890 76.740 14.068 14.846 14.868 14.846 79.040 77.890 13.346 14.068 14.889 14.868 80.189 79.040 12.676 13.346 14.894 14.889 81.339 80.189 12.055 12.676 14.883 14.894 82.489 81.339 11.481 12.055 14.872 14.883 83.639 82.489 10.952 11.481 14.860 14.872 84.550 83.639 10.563 10.952 14.851 14.860 85.460 84.550 10.200 10.563 14.843 14.851 86.550 85.460 9.799 10.200 14.832 14.843 87.640 86.550 9.432 9.799 14.821 14.832 88.729 87.640 9.100 9.432 14.810 14.821 89.819 88.729 8.800 9.100 14.795 14.810 90.619 89.819 8.602 8.800 14.592 14.795 91.418 90.619 8.420 8.602 14.246 14.592 92.476 91.418 8.205 8.420 13.789 14.246 93.534 92.476 8.020 8.205 13.331 13.789 94.591 93.534 7.863 8.020 12.874 13.331 95.649 94.591 7.734 7.863 12.417 12.874 96.707 95.649 7.634 7.734 11.959 12.417 97.765 96.707 7.562 7.634 11.502 11.959 98.883 97.765 7.515 7.562 11.324 11.502 100.001 98.883 7.500 7.515 11.228 11.324 101.119 100.001 7.515 7.500 11.131 11.228 102.237 101.119 7.562 7.515 11.035 11.131 103.355 102.237 7.639 7.562 10.938 11.035 104.473 103.355 7.748 7.639 10.842 10.938 105.590 104.473 7.888 7.748 10.746 10.842 106.708 105.590 8.059 7.888 10.649 10.746 107.826 106.708 8.263 8.059 10.553 10.649 108.944 107.826 8.500 8.263 10.457 10.553 110.114 108.944 8.783 8.500 10.000 10.457 110.920 110.114 9.000 8.783 9.373 10.000 111.271 110.920 9.100 9.000 9.100 9.373 [End of Data] [End of SliceGeometry] [strength and Loads] [Column Indication] CohBottom PhiBottom Cu K0 PoreOnSurface YFrea HPoreOnSurface VPoreOnSurface Weight ExternalLoad PseudoFactor [End of Column Indication] [Data] 0.000 28.000 0.000 0.000 0.000 11.094 0.000 -0.000 8.734 0.000 0.000 0.000 28.000 0.000 0.000 0.000 11.047 0.000 -0.000 25.596 0.000 0.000 0.000 28.000 0.000 0.000 0.000 11.000 0.000 -0.000 41.272 0.000 0.000 0.000 28.000 0.000 0.000 0.000 10.986 -0.000 -0.000 55.126 0.000 0.000 0.000 28.000 0.000 0.000 0.000 10.972 -0.000 -0.000 67.931 0.000 0.000 0.000 28.000 0.000 0.000 0.000 10.959 -0.000 -0.000 79.739 0.000 0.000 0.000 28.000 0.000 0.000 0.000 10.946 -0.000 -0.000 70.982 0.000 0.000 0.000 28.000 0.000 0.000 0.000 10.935 -0.000 -0.000 77.495 0.000 0.000 3.000 22.500 0.000 0.000 0.000 10.923 -0.000 -0.000 100.482 0.000 0.000 3.000 22.500 0.000 0.000 0.000 10.910 -0.000 -0.000 108.035 0.000 0.000 3.000 22.500 0.000 0.000 0.000 10.897 -0.000 -0.000 114.889 0.000 0.000 3.000 22.500 0.000 0.000 0.000 10.884 -0.000 -0.000 121.064 0.000 0.000 4.000 16.500 0.000 0.000 0.000 10.873 -0.000 -0.000 90.219 0.000 0.000 4.000 16.500 0.000 0.000 0.000 10.863 -0.000 -0.000 87.948 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.852 -0.000 -0.000 111.807 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.840 -0.000 -0.000 106.728 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.827 -0.000 -0.000 101.037 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.814 -0.000 -0.000 94.742 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.802 -0.000 -0.000 87.849 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.789 -0.000 -0.000 80.364 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.758 -0.000 -0.000 78.570 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.683 -0.000 -0.000 77.250 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.608 -0.000 -0.000 75.240 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.533 -0.000 -0.000 72.539 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.458 -0.000 -0.000 69.146 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.382 -0.000 -0.000 65.058 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.307 -0.000 -0.000 60.270 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.232 -0.000 -0.000 54.775 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.157 -0.000 -0.000 48.566 0.000 0.000 0.000 30.000 0.000 0.000 0.000 10.082 -0.000 -0.000 41.631 0.000 0.000 4.000 16.500 0.000 0.000 0.000 10.005 -0.000 -0.000 36.322 0.000 0.000 4.000 16.500 0.000 0.000 3.073 10.000 -1.927 -2.478 11.520 0.000 0.000 3.000 22.500 0.000 0.000 7.489 10.000 -2.046 -2.630 1.219 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] 7.596 7.596 0.000 0.000 0.000 1.803 6.376 0.000 0.000 0.000 0.000 0.000 0.000 22.259 22.259 0.000 0.000 0.000 5.345 18.902 0.000 0.000 0.000 0.000 0.000 0.000 35.891 35.891 0.000 0.000 0.000 8.713 30.814 0.000 0.000 0.000 0.000 0.000 0.000 47.938 47.938 0.000 0.000 0.000 11.761 41.590 0.000 0.000 0.000 0.000 0.000 0.000 59.074 59.074 0.000 0.000 0.000 14.638 51.767 0.000 0.000 0.000 0.000 0.000 0.000 69.343 69.343 0.000 0.000 0.000 17.350 61.355 0.000 0.000 0.000 0.000 0.000 0.000 77.969 76.115 1.854 0.000 1.854 19.204 67.913 0.000 0.000 0.000 0.000 0.000 1.854 85.123 79.689 5.434 0.000 5.434 20.251 71.616 0.000 0.000 0.000 0.000 0.000 5.434 92.201 81.844 9.065 0.000 10.358 18.152 75.158 0.000 0.000 0.000 0.000 0.000 10.358 99.132 82.616 12.703 0.000 16.516 18.430 76.419 0.000 0.000 0.000 0.000 0.000 16.516 105.422 83.247 16.003 0.000 22.174 18.679 77.549 0.000 0.000 0.000 0.000 0.000 22.174 111.088 83.746 18.974 0.000 27.342 18.900 78.555 0.000 0.000 0.000 0.000 0.000 27.342 112.871 81.404 21.308 0.000 31.467 14.387 77.823 0.000 0.000 0.000 0.000 0.000 31.467 110.030 75.449 23.081 0.000 34.580 13.528 72.372 0.000 0.000 0.000 0.000 0.000 34.580 105.693 68.664 24.917 0.000 37.028 19.847 64.637 0.000 0.000 0.000 0.000 0.000 37.028 100.892 62.032 26.756 0.000 38.859 18.074 58.863 0.000 0.000 0.000 0.000 0.000 38.859 95.512 55.105 28.311 0.000 40.406 16.184 52.707 0.000 0.000 0.000 0.000 0.000 40.406 89.561 47.888 29.586 0.000 41.673 14.176 46.167 0.000 0.000 0.000 0.000 0.000 41.673 83.045 40.382 30.583 0.000 42.663 12.049 39.240 0.000 0.000 0.000 0.000 0.000 42.663 75.969 32.591 31.306 0.000 43.378 9.801 31.920 0.000 0.000 0.000 0.000 0.000 43.378 70.282 26.447 31.585 0.000 43.835 8.019 26.115 0.000 0.000 0.000 0.000 0.000 43.835 69.101 25.068 31.150 0.000 44.033 7.665 24.962 0.000 0.000 0.000 0.000 0.000 44.033 67.303 23.374 30.412 0.000 43.929 7.207 23.473 0.000 0.000 0.000 0.000 0.000 43.929 64.887 21.365 29.372 0.000 43.522 6.645 21.641 0.000 0.000 0.000 0.000 0.000 43.522 61.852 19.041 28.028 0.000 42.811 5.973 19.454 0.000 0.000 0.000 0.000 0.000 42.811 58.195 16.400 26.378 0.000 41.795 5.190 16.904 0.000 0.000 0.000 0.000 0.000 41.795 53.912 13.440 24.422 0.000 40.472 4.292 13.978 0.000 0.000 0.000 0.000 0.000 40.472 48.997 10.158 22.155 0.000 38.839 3.273 10.661 0.000 0.000 0.000 0.000 0.000 38.839 43.443 6.550 19.575 0.000 36.892 2.131 6.939 0.000 0.000 0.000 0.000 0.000 36.892 37.239 2.612 16.677 0.000 34.628 0.858 2.793 0.000 0.000 0.000 0.000 0.000 34.628 31.052 0.830 13.373 0.000 30.221 2.348 1.399 0.000 0.000 0.000 0.000 0.000 30.221 17.364 0.000 10.873 0.000 19.544 2.221 0.597 0.000 0.000 0.000 0.000 0.000 17.364 10.960 0.000 9.319 0.000 11.687 1.702 0.485 0.000 0.000 0.000 0.000 0.000 10.960 [End of Data] [End of Stresses] [End of Dump] [CALCULATION TIME] 00:00:00 [END OF CALCULATION TIME] [End of Dump File]