Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : ARCADIS Nederland BV Mobiliteit LICENSE : Unknown DATE : 15-Aug-13 TIME : 9:35:07 FILENAME : C:\Temp\DAM2\50-044_Harenberg.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] 5 = 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 zandtussenlaag_WL 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 klei_zandig SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.70 SoilGamWet=19.00 SoilRestSlope=1 SoilCohesion=0.90 SoilPhi=22.70 SoilDilatancy=22.70 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 50 zand_dijk_WL SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.50 SoilGamWet=20.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=28.00 SoilDilatancy=28.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 50 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] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 40 - Number of geometry points - 1 0.000 0.000 0.000 2 70.000 0.000 0.000 3 0.000 4.000 0.000 4 27.800 4.000 0.000 5 48.800 5.000 0.000 6 70.000 5.000 0.000 7 0.000 4.400 0.000 8 16.200 4.400 0.000 9 27.800 4.600 0.000 10 48.800 6.000 0.000 11 61.000 6.400 0.000 12 70.000 6.400 0.000 13 0.000 5.800 0.000 14 10.000 5.800 0.000 15 16.200 6.000 0.000 16 16.200 5.200 0.000 17 27.800 5.200 0.000 18 48.800 7.400 0.000 19 61.000 7.200 0.000 20 70.000 7.200 0.000 21 27.800 9.000 0.000 22 27.800 9.800 0.000 23 33.000 10.200 0.000 24 38.200 10.200 0.000 25 43.400 9.800 0.000 26 45.800 8.600 0.000 27 0.000 9.990 0.000 28 32.000 9.990 0.000 29 45.800 8.580 0.000 30 48.800 7.380 0.000 31 61.000 7.180 0.000 32 70.000 7.180 0.000 33 48.800 8.570 0.000 34 50.000 8.190 0.000 35 70.000 8.190 0.000 36 49.000 6.010 0.000 37 59.000 6.330 0.000 38 49.000 7.400 0.000 39 59.000 7.230 0.000 40 16.200 9.500 0.000 [END OF POINTS] [CURVES] 39 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 36 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 11 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 38 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 19 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 21 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 18 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 38 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 39 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 40 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 33 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 22 [END OF CURVES] [BOUNDARIES] 8 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 38 1 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 2 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 4 5 6 7 8 9 10 3 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 4 5 6 7 8 33 16 17 4 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 4 5 6 7 32 15 16 17 5 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 11 12 13 34 35 14 15 16 17 6 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 11 12 13 18 19 20 21 22 23 24 14 15 16 17 7 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 11 12 39 20 21 22 23 24 14 15 16 17 [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] 2 - Number of piezometric level lines - 1 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 25 26 27 28 29 2 - PlLine number 4 - number of curves on PlLine, next line(s) are curvenumbers 36 37 30 31 [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 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 1 - Boundarynumber at top of layer 0 - Boundarynumber at bottom of layer 2 - Layer number, next line is material of layer 50 zandtussenlaag_WL 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 2 - Boundarynumber at top of layer 1 - Boundarynumber at bottom of layer 3 - Layer number, next line is material of layer 50 klei_zandig 1 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer 50 klei_zandig 1 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 4 - Boundarynumber at top of layer 3 - Boundarynumber at bottom of layer 5 - Layer number, next line is material of layer 50 klei_zandig 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 zand_dijk_WL 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 44, zone I [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] 4 - Forbidden lines 4 38.20 10.20 - X1 Y1 36.00 10.20 - X2 Y2 1 38.20 10.20 - X1 Y1 43.40 9.80 - X2 Y2 2 45.80 8.60 - X1 Y1 43.40 9.80 - X2 Y2 3 45.80 8.60 - X1 Y1 48.80 7.40 - X2 Y2 [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 80 10 10 10 100 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] 45.000 55.000 11 X-direction 15.000 25.000 11 Y-direction 7.000 4.000 7 Tangent lines 0.000 0.000 0 no fixed point used [SPENCER SLIP DATA] 0 Number of points [SPENCER SLIP DATA 2] 0 Number of points [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [LINE LOADS] 0 = number of items [UNIFORM LOADS ] 1 = number of items Verkeer 13.00 = magnitude 40.00 42.50 = xstart and xend 26.00 = distribution angle 2 = temporary load [TREE ON SLOPE] 0.00 = WindForce 0.00 = XCoordinate 0.00 = YCoordinate 10.00 = width of root zone 0.0 = AngleOfDistribution [END OF TREE ON SLOPE] [EARTH QUAKE] 0.000 = horizontal acceleration 0.000 = vertical acceleration 0.000 = free water moment factor [SIGMA-TAU CURVES] 0 = number of items [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MINIMAL REQUIRED CIRCLE DEPTH] 1.50 [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 2 2 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 1 2 = Pl-top and pl-bottom 1 2 = Pl-top and pl-bottom 1 2 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom [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] 45.00 15.00 11.00 1.83 45.00 15.00 10.50 1.66 45.00 16.00 12.00 1.86 45.00 16.00 11.50 1.69 45.00 16.00 11.00 1.47 45.00 17.00 13.00 1.89 45.00 17.00 12.50 1.71 45.00 17.00 12.00 1.50 45.00 17.00 11.50 1.42 45.00 18.00 14.00 1.92 45.00 18.00 13.50 1.74 45.00 18.00 13.00 1.53 45.00 18.00 12.50 1.45 45.00 18.00 12.00 1.41 45.00 19.00 15.00 1.96 45.00 19.00 14.50 1.78 45.00 19.00 14.00 1.56 45.00 19.00 13.50 1.49 45.00 19.00 13.00 1.45 45.00 20.00 16.00 1.98 45.00 20.00 15.50 1.81 45.00 20.00 15.00 1.59 45.00 20.00 14.50 1.51 45.00 20.00 14.00 1.48 45.00 20.00 13.50 1.57 45.00 21.00 17.00 2.02 45.00 21.00 16.50 1.84 45.00 21.00 16.00 1.63 45.00 21.00 15.50 1.55 45.00 21.00 15.00 1.51 45.00 21.00 14.50 1.60 45.00 22.00 18.00 2.06 45.00 22.00 17.50 1.88 45.00 22.00 17.00 1.65 45.00 22.00 16.50 1.58 45.00 22.00 16.00 1.55 45.00 22.00 15.50 1.64 45.00 23.00 19.00 2.10 45.00 23.00 18.50 1.91 45.00 23.00 18.00 1.68 45.00 23.00 17.50 1.61 45.00 23.00 17.00 1.58 45.00 23.00 16.50 1.68 45.00 24.00 20.00 2.13 45.00 24.00 19.50 1.94 45.00 24.00 19.00 1.71 45.00 24.00 18.50 1.63 45.00 24.00 18.00 1.60 45.00 24.00 17.50 1.72 45.00 25.00 21.00 2.17 45.00 25.00 20.50 1.98 45.00 25.00 20.00 1.74 45.00 25.00 19.50 1.66 45.00 25.00 19.00 1.63 45.00 25.00 18.50 1.74 46.00 16.00 12.00 1.71 46.00 17.00 13.00 1.75 46.00 17.00 12.50 1.56 46.00 18.00 14.00 1.78 46.00 18.00 13.50 1.59 46.00 18.00 13.00 1.38 46.00 19.00 15.00 1.81 46.00 19.00 14.50 1.63 46.00 19.00 14.00 1.42 46.00 19.00 13.50 1.32 46.00 20.00 16.00 1.84 46.00 20.00 15.50 1.67 46.00 20.00 15.00 1.45 46.00 20.00 14.50 1.35 46.00 21.00 17.00 1.88 46.00 21.00 16.50 1.69 46.00 21.00 16.00 1.49 46.00 21.00 15.50 1.39 46.00 21.00 15.00 1.36 46.00 22.00 18.00 1.91 46.00 22.00 17.50 1.73 46.00 22.00 17.00 1.51 46.00 22.00 16.50 1.42 46.00 22.00 16.00 1.40 46.00 22.00 15.50 1.46 46.00 23.00 19.00 1.95 46.00 23.00 18.50 1.76 46.00 23.00 18.00 1.54 46.00 23.00 17.50 1.46 46.00 23.00 17.00 1.42 46.00 23.00 16.50 1.51 46.00 24.00 20.00 1.99 46.00 24.00 19.50 1.80 46.00 24.00 19.00 1.58 46.00 24.00 18.50 1.49 46.00 24.00 18.00 1.47 46.00 24.00 17.50 1.54 46.00 25.00 21.00 2.02 46.00 25.00 20.50 1.83 46.00 25.00 20.00 1.61 46.00 25.00 19.50 1.52 46.00 25.00 19.00 1.49 46.00 25.00 18.50 1.58 46.00 25.00 18.00 1.74 47.00 17.00 13.00 1.62 47.00 18.00 14.00 1.66 47.00 18.00 13.50 1.47 47.00 19.00 15.00 1.70 47.00 19.00 14.50 1.51 47.00 20.00 16.00 1.74 47.00 20.00 15.50 1.54 47.00 20.00 15.00 1.34 47.00 21.00 17.00 1.76 47.00 21.00 16.50 1.58 47.00 21.00 16.00 1.36 47.00 21.00 15.50 1.26 47.00 22.00 18.00 1.80 47.00 22.00 17.50 1.62 47.00 22.00 17.00 1.40 47.00 22.00 16.50 1.30 47.00 23.00 19.00 1.83 47.00 23.00 18.50 1.65 47.00 23.00 18.00 1.43 47.00 23.00 17.50 1.33 47.00 23.00 17.00 1.32 47.00 24.00 20.00 1.87 47.00 24.00 19.50 1.69 47.00 24.00 19.00 1.47 47.00 24.00 18.50 1.36 47.00 24.00 18.00 1.34 47.00 25.00 21.00 1.91 47.00 25.00 20.50 1.71 47.00 25.00 20.00 1.51 47.00 25.00 19.50 1.39 47.00 25.00 19.00 1.38 47.00 25.00 18.50 1.46 48.00 19.00 15.00 1.62 48.00 20.00 16.00 1.65 48.00 20.00 15.50 1.46 48.00 21.00 17.00 1.68 48.00 21.00 16.50 1.49 48.00 22.00 18.00 1.72 48.00 22.00 17.50 1.52 48.00 22.00 17.00 1.31 48.00 23.00 19.00 1.75 48.00 23.00 18.50 1.56 48.00 23.00 18.00 1.35 48.00 24.00 20.00 1.78 48.00 24.00 19.50 1.60 48.00 24.00 19.00 1.38 48.00 24.00 18.50 1.27 48.00 25.00 21.00 1.81 48.00 25.00 20.50 1.62 48.00 25.00 20.00 1.40 48.00 25.00 19.50 1.31 49.00 21.00 17.00 1.63 49.00 22.00 18.00 1.66 49.00 23.00 19.00 1.69 49.00 23.00 18.50 1.48 49.00 24.00 20.00 1.72 49.00 24.00 19.50 1.52 49.00 24.00 19.00 1.31 49.00 25.00 21.00 1.75 49.00 25.00 20.50 1.55 49.00 25.00 20.00 1.33 50.00 23.00 19.00 1.65 50.00 24.00 20.00 1.68 50.00 25.00 21.00 1.71 50.00 25.00 20.50 1.51 55.00 15.00 9.50 6.72 55.00 16.00 10.50 6.62 [End of Data] [END OF ZONE RESULTS] [CircleResults] 7.000 4.000 7 11 11 47.000 21.000 15.500 1.263 45.000 15.000 10.500 1.656 45.000 16.000 11.000 1.466 45.000 17.000 11.500 1.420 45.000 18.000 12.000 1.409 45.000 19.000 13.000 1.450 45.000 20.000 14.000 1.485 45.000 21.000 15.000 1.510 45.000 22.000 16.000 1.547 45.000 23.000 17.000 1.583 45.000 24.000 18.000 1.604 45.000 25.000 19.000 1.635 46.000 15.000 0.000 9999.999 46.000 16.000 12.000 1.707 46.000 17.000 12.500 1.555 46.000 18.000 13.000 1.376 46.000 19.000 13.500 1.321 46.000 20.000 14.500 1.348 46.000 21.000 15.000 1.356 46.000 22.000 16.000 1.398 46.000 23.000 17.000 1.423 46.000 24.000 18.000 1.470 46.000 25.000 19.000 1.493 47.000 15.000 0.000 9999.999 47.000 16.000 0.000 9999.999 47.000 17.000 13.000 1.624 47.000 18.000 13.500 1.469 47.000 19.000 14.500 1.509 47.000 20.000 15.000 1.336 47.000 21.000 15.500 1.263 47.000 22.000 16.500 1.304 47.000 23.000 17.000 1.317 47.000 24.000 18.000 1.342 47.000 25.000 19.000 1.382 48.000 15.000 0.000 9999.999 48.000 16.000 0.000 9999.999 48.000 17.000 0.000 9999.999 48.000 18.000 0.000 9999.999 48.000 19.000 15.000 1.623 48.000 20.000 15.500 1.461 48.000 21.000 16.500 1.487 48.000 22.000 17.000 1.312 48.000 23.000 18.000 1.349 48.000 24.000 18.500 1.273 48.000 25.000 19.500 1.310 49.000 15.000 0.000 9999.999 49.000 16.000 0.000 9999.999 49.000 17.000 0.000 9999.999 49.000 18.000 0.000 9999.999 49.000 19.000 0.000 9999.999 49.000 20.000 0.000 9999.999 49.000 21.000 17.000 1.628 49.000 22.000 18.000 1.664 49.000 23.000 18.500 1.483 49.000 24.000 19.000 1.314 49.000 25.000 20.000 1.333 50.000 15.000 0.000 9999.999 50.000 16.000 0.000 9999.999 50.000 17.000 0.000 9999.999 50.000 18.000 0.000 9999.999 50.000 19.000 0.000 9999.999 50.000 20.000 0.000 9999.999 50.000 21.000 0.000 9999.999 50.000 22.000 0.000 9999.999 50.000 23.000 19.000 1.647 50.000 24.000 20.000 1.679 50.000 25.000 20.500 1.506 51.000 15.000 0.000 9999.999 51.000 16.000 0.000 9999.999 51.000 17.000 0.000 9999.999 51.000 18.000 0.000 9999.999 51.000 19.000 0.000 9999.999 51.000 20.000 0.000 9999.999 51.000 21.000 0.000 9999.999 51.000 22.000 0.000 9999.999 51.000 23.000 0.000 9999.999 51.000 24.000 0.000 9999.999 51.000 25.000 0.000 9999.999 52.000 15.000 0.000 9999.999 52.000 16.000 0.000 9999.999 52.000 17.000 0.000 9999.999 52.000 18.000 0.000 9999.999 52.000 19.000 0.000 9999.999 52.000 20.000 0.000 9999.999 52.000 21.000 0.000 9999.999 52.000 22.000 0.000 9999.999 52.000 23.000 0.000 9999.999 52.000 24.000 0.000 9999.999 52.000 25.000 0.000 9999.999 53.000 15.000 0.000 9999.999 53.000 16.000 0.000 9999.999 53.000 17.000 0.000 9999.999 53.000 18.000 0.000 9999.999 53.000 19.000 0.000 9999.999 53.000 20.000 0.000 9999.999 53.000 21.000 0.000 9999.999 53.000 22.000 0.000 9999.999 53.000 23.000 0.000 9999.999 53.000 24.000 0.000 9999.999 53.000 25.000 0.000 9999.999 54.000 15.000 0.000 9999.999 54.000 16.000 0.000 9999.999 54.000 17.000 0.000 9999.999 54.000 18.000 0.000 9999.999 54.000 19.000 0.000 9999.999 54.000 20.000 0.000 9999.999 54.000 21.000 0.000 9999.999 54.000 22.000 0.000 9999.999 54.000 23.000 0.000 9999.999 54.000 24.000 0.000 9999.999 54.000 25.000 0.000 9999.999 55.000 15.000 9.500 6.719 55.000 16.000 10.500 6.619 55.000 17.000 0.000 9999.999 55.000 18.000 0.000 9999.999 55.000 19.000 0.000 9999.999 55.000 20.000 0.000 9999.999 55.000 21.000 0.000 9999.999 55.000 22.000 0.000 9999.999 55.000 23.000 0.000 9999.999 55.000 24.000 0.000 9999.999 55.000 25.000 0.000 9999.999 [End of CircleResults] [Dumps] 1 : number of dumps in file [Dump] [Dump Header] [Column Indication] Stability factor Number of slices X-Centrepoint Y-Centrepoint Radius X coordinate left surface X coordinate right surface Dump name [End of Column Indication] [Data] 1.263 34 47.000 21.000 15.500 35.882 54.269 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] 36.584 35.882 9.522 10.200 10.200 10.200 37.166 36.584 9.019 9.522 10.200 10.200 37.749 37.166 8.564 9.019 10.200 10.200 38.331 37.749 8.151 8.564 10.190 10.200 38.914 38.331 7.776 8.151 10.145 10.190 39.496 38.914 7.437 7.776 10.100 10.145 40.079 39.496 7.131 7.437 10.055 10.100 40.661 40.079 6.855 7.131 10.011 10.055 41.244 40.661 6.608 6.855 9.966 10.011 41.779 41.244 6.406 6.608 9.925 9.966 42.314 41.779 6.225 6.406 9.884 9.925 42.850 42.314 6.066 6.225 9.842 9.884 43.385 42.850 5.928 6.066 9.801 9.842 43.920 43.385 5.809 5.928 9.540 9.801 44.455 43.920 5.710 5.809 9.272 9.540 44.993 44.455 5.630 5.710 9.003 9.272 45.531 44.993 5.570 5.630 8.734 9.003 46.069 45.531 5.528 5.570 8.492 8.734 46.608 46.069 5.505 5.528 8.277 8.492 47.146 46.608 5.501 5.505 8.062 8.277 47.684 47.146 5.515 5.501 7.846 8.062 48.222 47.684 5.548 5.515 7.631 7.846 48.760 48.222 5.600 5.548 7.416 7.631 49.000 48.760 5.630 5.600 7.400 7.416 49.551 49.000 5.711 5.630 7.391 7.400 50.101 49.551 5.813 5.711 7.381 7.391 50.652 50.101 5.936 5.813 7.372 7.381 51.202 50.652 6.080 5.936 7.363 7.372 51.808 51.202 6.265 6.080 7.352 7.363 52.414 51.808 6.476 6.265 7.342 7.352 53.020 52.414 6.717 6.476 7.332 7.342 53.627 53.020 6.988 6.717 7.321 7.332 54.233 53.627 7.291 6.988 7.311 7.321 54.269 54.233 7.310 7.291 7.310 7.311 [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 9.558 0.000 -0.000 4.641 0.000 0.000 0.000 28.000 0.000 0.000 0.000 9.492 0.000 -0.000 10.626 0.000 0.000 0.000 28.000 0.000 0.000 0.000 9.432 0.000 -0.000 16.190 0.000 0.000 0.000 28.000 0.000 0.000 0.000 9.373 -0.000 -0.000 21.229 0.000 0.000 0.000 28.000 0.000 0.000 0.000 9.313 -0.000 -0.000 25.428 0.000 0.000 0.000 28.000 0.000 0.000 0.000 9.254 -0.000 -0.000 29.057 3.944 0.000 0.000 28.000 0.000 0.000 0.000 9.194 -0.000 -0.000 32.290 3.701 0.000 0.000 28.000 0.000 0.000 0.000 9.135 -0.000 -0.000 35.154 3.506 0.000 0.000 28.000 0.000 0.000 0.000 9.075 -0.000 -0.000 37.672 3.348 0.000 0.900 22.700 0.000 0.000 0.000 9.018 -0.000 -0.000 36.485 2.961 0.000 0.900 22.700 0.000 0.000 0.000 8.963 -0.000 -0.000 37.959 2.870 0.000 0.900 22.700 0.000 0.000 0.000 8.909 -0.000 -0.000 39.212 2.794 0.000 0.900 22.700 0.000 0.000 0.000 8.854 -0.000 -0.000 40.251 2.730 0.000 0.900 22.700 0.000 0.000 0.000 8.799 -0.000 -0.000 39.969 2.677 0.000 0.900 22.700 0.000 0.000 0.000 8.745 -0.000 -0.000 38.236 2.634 0.000 0.000 26.000 0.000 0.000 0.000 8.690 -0.000 -0.000 36.496 0.000 0.000 0.000 26.000 0.000 0.000 0.000 8.635 -0.000 -0.000 34.347 0.000 0.000 0.000 26.000 0.000 0.000 0.000 8.580 -0.000 -0.000 32.005 0.000 0.000 0.000 26.000 0.000 0.000 0.000 8.365 -0.000 -0.000 29.987 0.000 0.000 0.000 26.000 0.000 0.000 0.000 8.149 -0.000 -0.000 27.780 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.934 -0.000 -0.000 25.381 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.719 -0.000 -0.000 22.791 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.504 -0.000 -0.000 20.009 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.379 -0.000 -0.000 8.133 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.372 -0.000 -0.000 18.026 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.363 -0.000 -0.000 16.967 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.354 -0.000 -0.000 15.692 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.345 -0.000 -0.000 14.198 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.336 -0.000 -0.000 13.628 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.326 -0.000 -0.000 11.230 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.316 -0.000 -0.000 8.507 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.306 -0.000 -0.000 5.443 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.296 -0.000 -0.000 2.020 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.291 -0.000 -0.000 0.007 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] 6.614 6.614 0.000 0.000 0.000 1.979 4.701 0.000 0.000 0.000 0.000 0.000 0.000 18.241 16.067 2.174 0.000 2.174 4.961 11.784 0.000 0.000 0.000 0.000 0.000 2.174 27.793 21.502 6.290 0.000 6.290 6.811 16.179 0.000 0.000 0.000 0.000 0.000 6.290 36.444 26.480 9.964 0.000 9.964 8.586 20.395 0.000 0.000 0.000 0.000 0.000 9.964 43.652 30.410 13.242 0.000 13.242 10.076 23.935 0.000 0.000 0.000 0.000 0.000 13.242 56.652 40.495 16.157 0.000 16.157 13.693 32.526 0.000 0.000 0.000 0.000 0.000 16.157 61.785 43.047 18.738 0.000 18.738 14.837 35.245 0.000 0.000 0.000 0.000 0.000 18.738 66.368 45.359 21.009 0.000 21.009 15.922 37.822 0.000 0.000 0.000 0.000 0.000 21.009 70.419 47.431 22.989 0.000 22.989 16.944 40.249 0.000 0.000 0.000 0.000 0.000 22.989 73.704 44.362 24.634 0.000 24.362 13.688 39.178 0.000 0.000 0.000 0.000 4.980 29.342 76.288 46.134 25.977 0.000 25.327 14.385 41.282 0.000 0.000 0.000 0.000 4.826 30.153 78.486 47.502 27.107 0.000 26.286 14.970 43.050 0.000 0.000 0.000 0.000 4.698 30.984 80.309 48.505 28.031 0.000 27.214 15.452 44.505 0.000 0.000 0.000 0.000 4.591 31.805 79.683 47.095 28.754 0.000 28.086 15.196 43.733 0.000 0.000 0.000 0.000 4.502 32.589 76.365 43.052 29.283 0.000 28.883 14.109 40.448 0.000 0.000 0.000 0.000 4.430 33.313 67.824 38.238 29.622 0.000 29.586 13.965 36.165 0.000 0.000 0.000 0.000 0.000 29.586 63.829 33.704 29.772 0.000 30.125 12.472 32.297 0.000 0.000 0.000 0.000 0.000 30.125 59.476 28.999 29.736 0.000 30.477 10.872 28.155 0.000 0.000 0.000 0.000 0.000 30.477 55.727 25.083 27.940 0.000 30.644 9.529 24.676 0.000 0.000 0.000 0.000 0.000 30.644 51.625 20.998 25.962 0.000 30.627 8.084 20.933 0.000 0.000 0.000 0.000 0.000 30.627 47.167 16.740 23.801 0.000 30.427 6.532 16.915 0.000 0.000 0.000 0.000 0.000 30.427 42.354 12.311 21.456 0.000 30.043 4.870 12.611 0.000 0.000 0.000 0.000 0.000 30.043 37.184 7.709 18.927 0.000 29.475 3.092 8.008 0.000 0.000 0.000 0.000 0.000 29.475 33.889 5.148 17.303 0.000 28.741 2.086 5.403 0.000 0.000 0.000 0.000 0.000 28.741 32.743 5.775 16.694 0.000 26.968 2.365 6.126 0.000 0.000 0.000 0.000 0.000 26.968 30.819 6.463 15.704 0.000 24.357 2.688 6.961 0.000 0.000 0.000 0.000 0.000 24.357 28.505 5.793 14.512 0.000 22.712 2.448 6.339 0.000 0.000 0.000 0.000 0.000 22.712 25.790 4.388 13.114 0.000 21.402 1.885 4.882 0.000 0.000 0.000 0.000 0.000 21.402 22.484 3.247 11.410 0.000 19.237 1.988 3.851 0.000 0.000 0.000 0.000 0.000 19.237 18.528 2.498 9.371 0.000 16.030 1.741 3.106 0.000 0.000 0.000 0.000 0.000 16.030 14.035 1.784 7.054 0.000 12.250 1.501 2.380 0.000 0.000 0.000 0.000 0.000 12.250 8.980 1.135 4.448 0.000 7.845 1.278 1.706 0.000 0.000 0.000 0.000 0.000 7.845 3.332 0.581 1.535 0.000 2.752 1.084 1.123 0.000 0.000 0.000 0.000 0.000 2.752 0.178 0.178 0.000 0.000 0.000 0.935 0.673 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]