Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : ARCADIS Nederland BV Mobiliteit LICENSE : Unknown DATE : 15-Aug-13 TIME : 9:35:05 FILENAME : C:\Temp\DAM2\49-324+20 Den Elterweg.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] 49 klei dijk SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.50 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=3.00 SoilPhi=23.00 SoilDilatancy=23.00 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=0.00 SoilDesignStdCohesion=0.00 SoilDesignPartialPhi=0.00 SoilDesignStdPhi=0.00 SoilDesignPartialStressTable=0.00 SoilDesignStdStressTable=0.00 SoilDesignPartialRatioCuPc=0.00 SoilDesignStdRatioCuPc=0.00 SoilDesignPartialCu=0.00 SoilDesignStdCu=0.00 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] 49 zand dijk_WL SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.50 SoilGamWet=20.00 SoilRestSlope=0 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=0.00 SoilDesignStdCohesion=0.00 SoilDesignPartialPhi=0.00 SoilDesignStdPhi=0.00 SoilDesignPartialStressTable=0.00 SoilDesignStdStressTable=0.00 SoilDesignPartialRatioCuPc=0.00 SoilDesignStdRatioCuPc=0.00 SoilDesignPartialCu=0.00 SoilDesignStdCu=0.00 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] 49 klei bruin z SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=18.50 SoilRestSlope=0 SoilCohesion=1.50 SoilPhi=22.50 SoilDilatancy=22.50 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=0.00 SoilDesignStdCohesion=0.00 SoilDesignPartialPhi=0.00 SoilDesignStdPhi=0.00 SoilDesignPartialStressTable=0.00 SoilDesignStdStressTable=0.00 SoilDesignPartialRatioCuPc=0.00 SoilDesignStdRatioCuPc=0.00 SoilDesignPartialCu=0.00 SoilDesignStdCu=0.00 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] 49 zand deklaag SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.50 SoilGamWet=18.50 SoilRestSlope=0 SoilCohesion=1.00 SoilPhi=25.00 SoilDilatancy=25.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=0.00 SoilDesignStdCohesion=0.00 SoilDesignPartialPhi=0.00 SoilDesignStdPhi=0.00 SoilDesignPartialStressTable=0.00 SoilDesignStdStressTable=0.00 SoilDesignPartialRatioCuPc=0.00 SoilDesignStdRatioCuPc=0.00 SoilDesignPartialCu=0.00 SoilDesignStdCu=0.00 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] 49 1e WVP_WL SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.00 SoilGamWet=19.50 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=31.00 SoilDilatancy=31.00 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=0.00 SoilDesignStdCohesion=0.00 SoilDesignPartialPhi=0.00 SoilDesignStdPhi=0.00 SoilDesignPartialStressTable=0.00 SoilDesignStdStressTable=0.00 SoilDesignPartialRatioCuPc=0.00 SoilDesignStdRatioCuPc=0.00 SoilDesignPartialCu=0.00 SoilDesignStdCu=0.00 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 43 - Number of geometry points - 1 -40.000 -10.000 0.000 2 40.000 -10.000 0.000 3 -40.000 4.000 0.000 4 -16.800 4.000 0.000 5 -3.600 6.600 0.000 6 19.500 6.600 0.000 7 38.000 6.600 0.000 8 40.000 6.600 0.000 9 -40.000 4.800 0.000 10 -36.000 4.800 0.000 11 -16.800 5.000 0.000 12 -40.000 5.400 0.000 13 -36.000 5.400 0.000 14 -40.000 6.000 0.000 15 -36.000 6.000 0.000 16 -14.600 5.800 0.000 17 -3.600 7.800 0.000 18 19.500 7.400 0.000 19 20.800 7.100 0.000 20 22.200 7.400 0.000 21 38.000 7.400 0.000 22 40.000 7.400 0.000 23 -3.400 9.700 0.000 24 -1.800 10.900 0.000 25 0.000 11.000 0.000 26 12.400 10.600 0.000 27 13.600 10.400 0.000 28 -18.200 6.800 0.000 29 -16.800 6.800 0.000 30 -3.600 10.700 0.000 31 -40.000 10.160 0.000 32 -36.000 10.160 0.000 33 -5.200 10.160 0.000 34 -4.200 9.160 0.000 35 5.800 8.660 0.000 36 19.500 7.300 0.000 37 40.000 7.300 0.000 38 19.200 8.890 0.000 39 20.500 7.620 0.000 40 40.000 7.620 0.000 41 40.000 7.620 0.000 42 40.000 7.620 0.000 43 -16.800 10.100 0.000 [END OF POINTS] [CURVES] 41 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 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 5 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 13 11 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 16 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 21 22 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 6 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 21 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 23 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 18 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 28 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 24 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 43 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 38 [END OF CURVES] [BOUNDARIES] 8 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 29 1 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 9 10 11 12 13 2 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 14 15 16 11 12 13 3 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 17 18 16 11 12 13 4 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 19 20 21 22 27 12 28 23 5 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 19 20 21 22 24 25 26 23 6 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 19 20 30 31 32 33 34 35 24 25 26 23 7 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 19 36 37 38 39 32 33 34 35 24 25 26 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] 2 - Number of piezometric level lines - 1 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 1 2 3 4 5 6 2 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 1 40 41 7 8 [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 49 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 49 klei bruin z 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 49 zand deklaag 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer 49 klei bruin z 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 49 klei bruin z 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 49 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 49 klei dijk 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] Derde toetsingsronde DR49: IJsselland DP 324.20, MHW 16000 (+10.16) [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 10 100 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] 15.000 25.000 11 X-direction 12.000 22.000 11 Y-direction 8.000 5.000 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 9.90 12.40 = 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] 2.50 [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 2 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=0.20 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] 15.00 12.00 7.00 1.77 15.00 12.00 6.50 1.71 15.00 12.00 6.00 1.67 15.00 12.00 5.50 1.56 15.00 12.00 5.00 1.63 15.00 12.00 4.50 1.96 15.00 13.00 8.00 1.76 15.00 13.00 7.50 1.71 15.00 13.00 7.00 1.66 15.00 13.00 6.50 1.57 15.00 13.00 6.00 1.63 15.00 13.00 5.50 1.88 15.00 14.00 9.00 1.76 15.00 14.00 8.50 1.71 15.00 14.00 8.00 1.67 15.00 14.00 7.50 1.60 15.00 14.00 7.00 1.69 15.00 14.00 6.50 1.97 15.00 15.00 10.00 1.77 15.00 15.00 9.50 1.72 15.00 15.00 9.00 1.68 15.00 15.00 8.50 1.63 15.00 15.00 8.00 1.74 15.00 15.00 7.50 2.08 15.00 16.00 11.00 1.80 15.00 16.00 10.50 1.74 15.00 16.00 10.00 1.71 15.00 16.00 9.50 1.66 15.00 16.00 9.00 1.79 15.00 16.00 8.50 2.17 15.00 17.00 12.00 1.85 15.00 17.00 11.50 1.76 15.00 17.00 11.00 1.74 15.00 17.00 10.50 1.71 15.00 17.00 10.00 1.84 15.00 17.00 9.50 2.25 15.00 18.00 13.00 1.89 15.00 18.00 12.50 1.80 15.00 18.00 12.00 1.76 15.00 18.00 11.50 1.73 15.00 18.00 11.00 1.88 15.00 18.00 10.50 2.34 15.00 19.00 14.00 1.92 15.00 19.00 13.50 1.83 15.00 19.00 13.00 1.80 15.00 19.00 12.50 1.76 15.00 19.00 12.00 1.94 15.00 19.00 11.50 2.40 15.00 20.00 15.00 1.96 15.00 20.00 14.50 1.86 15.00 20.00 14.00 1.82 15.00 20.00 13.50 1.80 15.00 20.00 13.00 1.97 15.00 20.00 12.50 2.47 15.00 21.00 16.00 2.00 15.00 21.00 15.50 1.91 15.00 21.00 15.00 1.86 15.00 21.00 14.50 1.83 15.00 21.00 14.00 2.01 15.00 21.00 13.50 2.55 15.00 22.00 17.00 2.04 15.00 22.00 16.50 1.95 15.00 22.00 16.00 1.89 15.00 22.00 15.50 1.86 15.00 22.00 15.00 2.05 15.00 22.00 14.50 2.60 16.00 12.00 7.00 1.42 16.00 12.00 6.50 1.33 16.00 12.00 6.00 1.26 16.00 12.00 5.50 1.25 16.00 12.00 5.00 1.45 16.00 13.00 8.00 1.46 16.00 13.00 7.50 1.35 16.00 13.00 7.00 1.26 16.00 13.00 6.50 1.21 16.00 13.00 6.00 1.38 16.00 14.00 9.00 1.50 16.00 14.00 8.50 1.39 16.00 14.00 8.00 1.31 16.00 14.00 7.50 1.26 16.00 14.00 7.00 1.38 16.00 15.00 10.00 1.56 16.00 15.00 9.50 1.43 16.00 15.00 9.00 1.35 16.00 15.00 8.50 1.30 16.00 15.00 8.00 1.45 16.00 16.00 11.00 1.61 16.00 16.00 10.50 1.48 16.00 16.00 10.00 1.40 16.00 16.00 9.50 1.34 16.00 16.00 9.00 1.51 16.00 16.00 8.50 1.76 16.00 17.00 12.00 1.65 16.00 17.00 11.50 1.52 16.00 17.00 11.00 1.44 16.00 17.00 10.50 1.38 16.00 17.00 10.00 1.56 16.00 17.00 9.50 1.86 16.00 18.00 13.00 1.70 16.00 18.00 12.50 1.58 16.00 18.00 12.00 1.48 16.00 18.00 11.50 1.42 16.00 18.00 11.00 1.62 16.00 18.00 10.50 1.94 16.00 19.00 14.00 1.75 16.00 19.00 13.50 1.63 16.00 19.00 13.00 1.53 16.00 19.00 12.50 1.46 16.00 19.00 12.00 1.67 16.00 19.00 11.50 2.02 16.00 20.00 15.00 1.79 16.00 20.00 14.50 1.66 16.00 20.00 14.00 1.58 16.00 20.00 13.50 1.51 16.00 20.00 13.00 1.73 16.00 20.00 12.50 2.10 16.00 21.00 16.00 1.84 16.00 21.00 15.50 1.71 16.00 21.00 15.00 1.62 16.00 21.00 14.50 1.55 16.00 21.00 14.00 1.77 16.00 21.00 13.50 2.16 16.00 22.00 17.00 1.88 16.00 22.00 16.50 1.77 16.00 22.00 16.00 1.66 16.00 22.00 15.50 1.59 16.00 22.00 15.00 1.81 16.00 22.00 14.50 2.25 17.00 12.00 7.00 1.25 17.00 12.00 6.50 1.12 17.00 12.00 6.00 1.04 17.00 12.00 5.50 1.08 17.00 13.00 8.00 1.29 17.00 13.00 7.50 1.12 17.00 13.00 7.00 1.03 17.00 13.00 6.50 1.03 17.00 14.00 9.00 1.35 17.00 14.00 8.50 1.19 17.00 14.00 8.00 1.05 17.00 14.00 7.50 1.03 17.00 14.00 7.00 1.25 17.00 15.00 10.00 1.41 17.00 15.00 9.50 1.25 17.00 15.00 9.00 1.12 17.00 15.00 8.50 1.07 17.00 15.00 8.00 1.25 17.00 16.00 11.00 1.47 17.00 16.00 10.50 1.32 17.00 16.00 10.00 1.17 17.00 16.00 9.50 1.12 17.00 16.00 9.00 1.29 17.00 17.00 12.00 1.52 17.00 17.00 11.50 1.37 17.00 17.00 11.00 1.23 17.00 17.00 10.50 1.17 17.00 17.00 10.00 1.36 17.00 18.00 13.00 1.56 17.00 18.00 12.50 1.42 17.00 18.00 12.00 1.29 17.00 18.00 11.50 1.22 17.00 18.00 11.00 1.42 17.00 19.00 14.00 1.62 17.00 19.00 13.50 1.48 17.00 19.00 13.00 1.34 17.00 19.00 12.50 1.26 17.00 19.00 12.00 1.47 17.00 20.00 15.00 1.66 17.00 20.00 14.50 1.53 17.00 20.00 14.00 1.40 17.00 20.00 13.50 1.32 17.00 20.00 13.00 1.52 17.00 21.00 16.00 1.71 17.00 21.00 15.50 1.57 17.00 21.00 15.00 1.44 17.00 21.00 14.50 1.36 17.00 21.00 14.00 1.59 17.00 22.00 17.00 1.75 17.00 22.00 16.50 1.62 17.00 22.00 16.00 1.49 17.00 22.00 15.50 1.42 17.00 22.00 15.00 1.63 18.00 12.00 7.00 1.25 18.00 12.00 6.50 1.09 18.00 12.00 6.00 0.97 18.00 13.00 8.00 1.23 18.00 13.00 7.50 1.08 18.00 13.00 7.00 0.95 18.00 14.00 9.00 1.26 18.00 14.00 8.50 1.09 18.00 14.00 8.00 0.96 18.00 14.00 7.50 0.93 18.00 15.00 10.00 1.32 18.00 15.00 9.50 1.13 18.00 15.00 9.00 0.98 18.00 15.00 8.50 0.96 18.00 16.00 11.00 1.37 18.00 16.00 10.50 1.21 18.00 16.00 10.00 1.02 18.00 16.00 9.50 0.99 18.00 17.00 12.00 1.42 18.00 17.00 11.50 1.26 18.00 17.00 11.00 1.10 18.00 17.00 10.50 1.04 18.00 18.00 13.00 1.47 18.00 18.00 12.50 1.31 18.00 18.00 12.00 1.15 18.00 18.00 11.50 1.10 18.00 19.00 14.00 1.52 18.00 19.00 13.50 1.38 18.00 19.00 13.00 1.21 18.00 19.00 12.50 1.15 18.00 19.00 12.00 1.30 18.00 20.00 15.00 1.58 18.00 20.00 14.50 1.42 18.00 20.00 14.00 1.27 18.00 20.00 13.50 1.19 18.00 20.00 13.00 1.37 18.00 21.00 16.00 1.62 18.00 21.00 15.50 1.46 18.00 21.00 15.00 1.31 18.00 21.00 14.50 1.25 18.00 21.00 14.00 1.42 18.00 22.00 17.00 1.67 18.00 22.00 16.50 1.51 18.00 22.00 16.00 1.37 18.00 22.00 15.50 1.30 18.00 22.00 15.00 1.49 19.00 12.00 7.00 1.36 19.00 12.00 6.50 1.11 19.00 13.00 8.00 1.29 19.00 13.00 7.50 1.15 19.00 13.00 7.00 0.93 19.00 14.00 9.00 1.27 19.00 14.00 8.50 1.12 19.00 14.00 8.00 0.98 19.00 15.00 10.00 1.27 19.00 15.00 9.50 1.12 19.00 15.00 9.00 0.99 19.00 16.00 11.00 1.31 19.00 16.00 10.50 1.13 19.00 16.00 10.00 1.02 19.00 17.00 12.00 1.37 19.00 17.00 11.50 1.18 19.00 17.00 11.00 1.04 19.00 18.00 13.00 1.41 19.00 18.00 12.50 1.24 19.00 18.00 12.00 1.07 19.00 18.00 11.50 1.03 19.00 19.00 14.00 1.47 19.00 19.00 13.50 1.28 19.00 19.00 13.00 1.14 19.00 19.00 12.50 1.07 19.00 20.00 15.00 1.50 19.00 20.00 14.50 1.33 19.00 20.00 14.00 1.18 19.00 20.00 13.50 1.13 19.00 21.00 16.00 1.56 19.00 21.00 15.50 1.39 19.00 21.00 15.00 1.24 19.00 21.00 14.50 1.17 19.00 22.00 17.00 1.60 19.00 22.00 16.50 1.42 19.00 22.00 16.00 1.27 19.00 22.00 15.50 1.23 20.00 12.00 7.00 1.46 20.00 13.00 8.00 1.47 20.00 13.00 7.50 1.22 20.00 14.00 9.00 1.39 20.00 14.00 8.50 1.25 20.00 15.00 10.00 1.35 20.00 15.00 9.50 1.22 20.00 16.00 11.00 1.33 20.00 16.00 10.50 1.20 20.00 17.00 12.00 1.34 20.00 17.00 11.50 1.20 20.00 18.00 13.00 1.37 20.00 18.00 12.50 1.21 20.00 18.00 12.00 1.10 20.00 19.00 14.00 1.43 20.00 19.00 13.50 1.24 20.00 19.00 13.00 1.12 20.00 20.00 15.00 1.46 20.00 20.00 14.50 1.29 20.00 20.00 14.00 1.14 20.00 21.00 16.00 1.52 20.00 21.00 15.50 1.33 20.00 21.00 15.00 1.20 20.00 22.00 17.00 1.55 20.00 22.00 16.50 1.39 20.00 22.00 16.00 1.25 21.00 13.00 8.00 1.66 21.00 14.00 9.00 1.58 21.00 15.00 10.00 1.55 21.00 16.00 11.00 1.50 21.00 17.00 12.00 1.45 21.00 17.00 11.50 1.32 21.00 18.00 13.00 1.43 21.00 18.00 12.50 1.31 21.00 19.00 14.00 1.44 21.00 19.00 13.50 1.31 21.00 20.00 15.00 1.46 21.00 20.00 14.50 1.31 21.00 21.00 16.00 1.51 21.00 21.00 15.50 1.33 21.00 22.00 17.00 1.54 21.00 22.00 16.50 1.37 21.00 22.00 16.00 1.24 22.00 17.00 12.00 1.68 22.00 18.00 13.00 1.63 22.00 19.00 14.00 1.59 22.00 20.00 15.00 1.56 22.00 21.00 16.00 1.56 22.00 21.00 15.50 1.43 22.00 22.00 17.00 1.57 22.00 22.00 16.50 1.43 23.00 21.00 16.00 1.75 23.00 22.00 17.00 1.70 [End of Data] [END OF ZONE RESULTS] [CircleResults] 8.000 5.000 7 11 11 19.000 13.000 7.000 0.930 15.000 12.000 5.500 1.560 15.000 13.000 6.500 1.574 15.000 14.000 7.500 1.604 15.000 15.000 8.500 1.634 15.000 16.000 9.500 1.664 15.000 17.000 10.500 1.706 15.000 18.000 11.500 1.734 15.000 19.000 12.500 1.762 15.000 20.000 13.500 1.800 15.000 21.000 14.500 1.825 15.000 22.000 15.500 1.861 16.000 12.000 5.500 1.254 16.000 13.000 6.500 1.211 16.000 14.000 7.500 1.255 16.000 15.000 8.500 1.300 16.000 16.000 9.500 1.343 16.000 17.000 10.500 1.384 16.000 18.000 11.500 1.424 16.000 19.000 12.500 1.463 16.000 20.000 13.500 1.511 16.000 21.000 14.500 1.546 16.000 22.000 15.500 1.590 17.000 12.000 6.000 1.042 17.000 13.000 7.000 1.026 17.000 14.000 7.500 1.031 17.000 15.000 8.500 1.067 17.000 16.000 9.500 1.122 17.000 17.000 10.500 1.173 17.000 18.000 11.500 1.220 17.000 19.000 12.500 1.265 17.000 20.000 13.500 1.318 17.000 21.000 14.500 1.362 17.000 22.000 15.500 1.418 18.000 12.000 6.000 0.969 18.000 13.000 7.000 0.951 18.000 14.000 7.500 0.931 18.000 15.000 8.500 0.962 18.000 16.000 9.500 0.987 18.000 17.000 10.500 1.045 18.000 18.000 11.500 1.097 18.000 19.000 12.500 1.147 18.000 20.000 13.500 1.194 18.000 21.000 14.500 1.254 18.000 22.000 15.500 1.295 19.000 12.000 6.500 1.114 19.000 13.000 7.000 0.930 19.000 14.000 8.000 0.982 19.000 15.000 9.000 0.995 19.000 16.000 10.000 1.015 19.000 17.000 11.000 1.036 19.000 18.000 11.500 1.028 19.000 19.000 12.500 1.074 19.000 20.000 13.500 1.127 19.000 21.000 14.500 1.169 19.000 22.000 15.500 1.227 20.000 12.000 7.000 1.459 20.000 13.000 7.500 1.218 20.000 14.000 8.500 1.252 20.000 15.000 9.500 1.217 20.000 16.000 10.500 1.205 20.000 17.000 11.500 1.201 20.000 18.000 12.000 1.096 20.000 19.000 13.000 1.117 20.000 20.000 14.000 1.143 20.000 21.000 15.000 1.195 20.000 22.000 16.000 1.249 21.000 12.000 0.000 9999.999 21.000 13.000 8.000 1.663 21.000 14.000 9.000 1.580 21.000 15.000 10.000 1.554 21.000 16.000 11.000 1.495 21.000 17.000 11.500 1.323 21.000 18.000 12.500 1.307 21.000 19.000 13.500 1.309 21.000 20.000 14.500 1.309 21.000 21.000 15.500 1.327 21.000 22.000 16.000 1.245 22.000 12.000 0.000 9999.999 22.000 13.000 0.000 9999.999 22.000 14.000 0.000 9999.999 22.000 15.000 0.000 9999.999 22.000 16.000 0.000 9999.999 22.000 17.000 12.000 1.685 22.000 18.000 13.000 1.626 22.000 19.000 14.000 1.586 22.000 20.000 15.000 1.558 22.000 21.000 15.500 1.427 22.000 22.000 16.500 1.433 23.000 12.000 0.000 9999.999 23.000 13.000 0.000 9999.999 23.000 14.000 0.000 9999.999 23.000 15.000 0.000 9999.999 23.000 16.000 0.000 9999.999 23.000 17.000 0.000 9999.999 23.000 18.000 0.000 9999.999 23.000 19.000 0.000 9999.999 23.000 20.000 0.000 9999.999 23.000 21.000 16.000 1.746 23.000 22.000 17.000 1.704 24.000 12.000 0.000 9999.999 24.000 13.000 0.000 9999.999 24.000 14.000 0.000 9999.999 24.000 15.000 0.000 9999.999 24.000 16.000 0.000 9999.999 24.000 17.000 0.000 9999.999 24.000 18.000 0.000 9999.999 24.000 19.000 0.000 9999.999 24.000 20.000 0.000 9999.999 24.000 21.000 0.000 9999.999 24.000 22.000 0.000 9999.999 25.000 12.000 0.000 9999.999 25.000 13.000 0.000 9999.999 25.000 14.000 0.000 9999.999 25.000 15.000 0.000 9999.999 25.000 16.000 0.000 9999.999 25.000 17.000 0.000 9999.999 25.000 18.000 0.000 9999.999 25.000 19.000 0.000 9999.999 25.000 20.000 0.000 9999.999 25.000 21.000 0.000 9999.999 25.000 22.000 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] 0.930 36 19.000 13.000 7.000 12.426 23.200 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] 12.737 12.426 9.873 10.596 10.544 10.596 13.049 12.737 9.314 9.873 10.492 10.544 13.361 13.049 8.853 9.314 10.440 10.492 13.672 13.361 8.460 8.853 10.363 10.440 13.984 13.672 8.118 8.460 10.205 10.363 14.295 13.984 7.817 8.118 10.046 10.205 14.691 14.295 7.483 7.817 9.845 10.046 14.986 14.691 7.265 7.483 9.695 9.845 15.281 14.986 7.070 7.265 9.545 9.695 15.575 15.281 6.895 7.070 9.396 9.545 15.870 15.575 6.739 6.895 9.246 9.396 16.165 15.870 6.600 6.739 9.096 9.246 16.517 16.165 6.455 6.600 8.917 9.096 16.870 16.517 6.332 6.455 8.737 8.917 17.222 16.870 6.230 6.332 8.558 8.737 17.575 17.222 6.147 6.230 8.379 8.558 17.927 17.575 6.083 6.147 8.200 8.379 18.280 17.927 6.037 6.083 8.020 8.200 18.585 18.280 6.012 6.037 7.865 8.020 18.890 18.585 6.001 6.012 7.710 7.865 19.195 18.890 6.003 6.001 7.555 7.710 19.500 19.195 6.018 6.003 7.400 7.555 19.717 19.500 6.037 6.018 7.350 7.400 19.933 19.717 6.062 6.037 7.300 7.350 20.233 19.933 6.109 6.062 7.231 7.300 20.533 20.233 6.170 6.109 7.162 7.231 20.833 20.533 6.244 6.170 7.107 7.162 21.133 20.833 6.333 6.244 7.171 7.107 21.433 21.133 6.436 6.333 7.236 7.171 21.733 21.433 6.556 6.436 7.300 7.236 21.835 21.733 6.600 6.556 7.322 7.300 22.142 21.835 6.745 6.600 7.388 7.322 22.449 22.142 6.909 6.745 7.400 7.388 22.756 22.449 7.093 6.909 7.400 7.400 23.063 22.756 7.300 7.093 7.400 7.400 23.200 23.063 7.400 7.300 7.400 7.400 [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 7.987 -0.000 -0.000 2.039 0.000 0.000 0.000 28.000 0.000 0.000 0.000 7.956 -0.000 -0.000 5.617 0.000 0.000 0.000 28.000 0.000 0.000 0.000 7.925 -0.000 -0.000 8.399 0.000 0.000 0.000 28.000 0.000 0.000 0.000 7.894 -0.000 -0.000 10.679 0.000 0.000 0.000 28.000 0.000 0.000 0.000 7.863 -0.000 -0.000 12.125 0.000 0.000 0.000 28.000 0.000 0.000 0.000 7.832 -0.000 -0.000 13.115 0.000 0.000 0.000 28.000 0.000 0.000 0.000 7.797 -0.000 -0.000 17.747 0.000 0.000 1.500 22.500 0.000 0.000 0.000 7.763 -0.000 -0.000 13.777 0.000 0.000 1.500 22.500 0.000 0.000 0.000 7.733 -0.000 -0.000 14.041 0.000 0.000 1.500 22.500 0.000 0.000 0.000 7.704 -0.000 -0.000 14.187 0.000 0.000 1.500 22.500 0.000 0.000 0.000 7.675 -0.000 -0.000 14.226 0.000 0.000 1.500 22.500 0.000 0.000 0.000 7.646 -0.000 -0.000 14.168 0.000 0.000 0.000 31.000 0.000 0.000 0.000 7.614 -0.000 -0.000 16.769 0.000 0.000 0.000 31.000 0.000 0.000 0.000 7.579 -0.000 -0.000 16.455 0.000 0.000 0.000 31.000 0.000 0.000 0.000 7.544 -0.000 -0.000 15.995 0.000 0.000 0.000 31.000 0.000 0.000 0.000 7.509 -0.000 -0.000 15.397 0.000 0.000 0.000 31.000 0.000 0.000 0.000 7.474 -0.000 -0.000 14.666 0.000 0.000 0.000 31.000 0.000 0.000 0.000 7.439 -0.000 -0.000 13.807 0.000 0.000 0.000 31.000 0.000 0.000 0.000 7.406 -0.000 -0.000 11.156 0.000 0.000 0.000 31.000 0.000 0.000 0.000 7.376 -0.000 -0.000 10.339 0.000 0.000 0.000 31.000 0.000 0.000 0.000 7.345 -0.000 -0.000 9.443 0.000 0.000 0.000 31.000 0.000 0.000 0.000 7.315 -0.000 -0.000 8.468 0.000 0.000 0.000 31.000 0.000 0.000 0.000 7.300 -0.000 -0.000 5.514 0.000 0.000 0.000 31.000 0.000 0.000 0.000 7.300 -0.000 -0.000 5.225 0.000 0.000 0.000 31.000 0.000 0.000 0.339 7.300 -0.023 -0.102 6.700 0.000 0.000 0.000 31.000 0.000 0.000 1.018 7.300 -0.070 -0.305 6.002 0.000 0.000 0.000 31.000 0.000 0.000 1.625 7.300 -0.089 -0.488 5.223 0.000 0.000 0.000 31.000 0.000 0.000 1.577 7.300 0.101 -0.473 4.814 0.000 0.000 0.000 31.000 0.000 0.000 0.947 7.300 0.061 -0.284 4.609 0.000 0.000 0.000 31.000 0.000 0.000 0.316 7.300 0.020 -0.095 4.315 0.000 0.000 0.000 31.000 0.000 0.000 0.000 7.300 0.000 -0.000 1.392 0.000 0.000 1.500 22.500 0.000 0.000 0.000 7.300 0.000 -0.000 3.866 0.000 0.000 1.500 22.500 0.000 0.000 0.000 7.300 0.000 -0.000 3.239 0.000 0.000 1.500 22.500 0.000 0.000 0.000 7.300 0.000 -0.000 2.250 0.000 0.000 1.500 22.500 0.000 0.000 0.000 7.300 0.000 -0.000 1.140 0.000 0.000 1.500 22.500 0.000 0.000 0.000 7.300 0.000 -0.000 0.123 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] 6.544 6.544 0.000 0.000 0.000 1.608 2.813 0.000 0.000 0.000 0.000 0.000 0.000 18.027 18.027 0.000 0.000 0.000 5.090 8.903 0.000 0.000 0.000 0.000 0.000 0.000 26.956 26.956 0.000 0.000 0.000 8.348 14.603 0.000 0.000 0.000 0.000 0.000 0.000 34.274 34.274 0.000 0.000 0.000 11.380 19.907 0.000 0.000 0.000 0.000 0.000 0.000 38.911 38.911 0.000 0.000 0.000 13.667 23.908 0.000 0.000 0.000 0.000 0.000 0.000 42.091 42.091 0.000 0.000 0.000 15.503 27.119 0.000 0.000 0.000 0.000 0.000 0.000 44.842 43.399 1.443 0.000 1.443 16.745 29.293 0.000 0.000 0.000 0.000 0.000 1.443 46.756 41.435 3.811 0.000 5.321 15.093 30.270 0.000 0.000 0.000 0.000 0.000 5.321 47.650 37.637 5.551 0.000 10.013 14.185 28.232 0.000 0.000 0.000 0.000 0.000 10.013 48.147 33.848 7.080 0.000 14.299 13.197 26.014 0.000 0.000 0.000 0.000 0.000 14.299 48.281 30.073 8.418 0.000 18.208 12.139 23.638 0.000 0.000 0.000 0.000 0.000 18.208 48.081 26.317 9.578 0.000 21.764 11.020 21.125 0.000 0.000 0.000 0.000 0.000 21.764 47.561 23.443 10.654 0.000 24.118 11.968 18.526 0.000 0.000 0.000 0.000 0.000 24.118 46.670 21.353 11.625 0.000 25.316 11.255 17.424 0.000 0.000 0.000 0.000 0.000 25.316 45.365 19.059 12.388 0.000 26.307 10.365 16.045 0.000 0.000 0.000 0.000 0.000 26.307 43.669 16.569 12.955 0.000 27.100 9.292 14.384 0.000 0.000 0.000 0.000 0.000 27.100 41.596 13.892 13.332 0.000 27.704 8.033 12.435 0.000 0.000 0.000 0.000 0.000 27.704 39.160 11.035 13.525 0.000 28.125 6.579 10.185 0.000 0.000 0.000 0.000 0.000 28.125 36.578 8.216 13.550 0.000 28.361 5.043 7.806 0.000 0.000 0.000 0.000 0.000 28.361 33.900 5.461 13.431 0.000 28.439 3.444 5.332 0.000 0.000 0.000 0.000 0.000 28.439 30.962 2.577 13.181 0.000 28.385 1.671 2.587 0.000 0.000 0.000 0.000 0.000 28.385 27.765 0.929 12.800 0.000 26.836 0.620 0.959 0.000 0.000 0.000 0.000 0.000 26.836 25.468 1.297 12.485 0.000 24.170 0.888 1.375 0.000 0.000 0.000 0.000 0.000 24.170 24.134 2.257 12.266 0.000 21.877 1.579 2.444 0.000 0.000 0.000 0.000 0.000 21.877 22.674 3.628 11.910 0.000 19.045 2.608 4.037 0.000 0.000 0.000 0.000 0.000 19.045 21.024 5.381 11.383 0.000 15.643 3.997 6.187 0.000 0.000 0.000 0.000 0.000 15.643 19.036 5.176 10.721 0.000 13.861 3.980 6.162 0.000 0.000 0.000 0.000 0.000 13.861 17.626 4.564 9.922 0.000 13.061 3.644 5.641 0.000 0.000 0.000 0.000 0.000 13.061 16.311 4.192 8.979 0.000 12.119 3.485 5.394 0.000 0.000 0.000 0.000 0.000 12.119 14.698 3.672 7.887 0.000 11.026 3.190 4.939 0.000 0.000 0.000 0.000 0.000 11.026 13.580 3.355 7.085 0.000 10.224 3.011 4.661 0.000 0.000 0.000 0.000 0.000 10.224 12.595 3.625 6.156 0.000 8.970 4.087 5.555 0.000 0.000 0.000 0.000 0.000 8.970 10.552 3.789 4.641 0.000 6.762 4.330 6.101 0.000 0.000 0.000 0.000 0.000 6.762 7.331 3.057 2.933 0.000 4.273 4.060 5.496 0.000 0.000 0.000 0.000 0.000 4.273 3.713 2.235 1.014 0.000 1.478 3.669 4.617 0.000 0.000 0.000 0.000 0.000 1.478 0.900 0.900 0.000 0.000 0.000 2.833 2.739 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]