Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : ARCADIS Nederland BV Mobiliteit LICENSE : Unknown DATE : 15-Aug-13 TIME : 9:35:02 FILENAME : C:\Temp\DAM2\49-287+30 kolk.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] 4 = 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 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 0.000 -5.000 0.000 2 100.000 -5.000 0.000 3 0.000 5.800 0.000 4 76.200 5.800 0.000 5 78.600 5.600 0.000 6 84.600 5.600 0.000 7 87.600 6.200 0.000 8 100.000 6.200 0.000 9 0.000 8.000 0.000 10 36.000 8.000 0.000 11 41.000 8.200 0.000 12 41.600 7.200 0.000 13 42.600 7.200 0.000 14 45.000 8.000 0.000 15 52.400 8.200 0.000 16 72.200 8.000 0.000 17 93.600 8.600 0.000 18 100.000 8.600 0.000 19 55.200 9.600 0.000 20 59.400 9.600 0.000 21 61.600 9.200 0.000 22 61.600 9.600 0.000 23 68.000 9.200 0.000 24 48.000 9.000 0.000 25 51.000 9.600 0.000 26 51.600 10.800 0.000 27 53.000 9.600 0.000 28 55.200 10.800 0.000 29 55.200 10.400 0.000 30 42.400 8.200 0.000 31 47.800 10.000 0.000 32 50.800 10.600 0.000 33 0.000 10.500 0.000 34 10.000 10.500 0.000 35 50.400 10.500 0.000 36 51.400 9.500 0.000 37 56.400 8.500 0.000 38 72.000 8.000 0.000 39 100.000 8.000 0.000 40 68.000 8.930 0.000 41 100.000 8.930 0.000 42 42.400 9.650 0.000 43 54.650 10.800 0.000 [END OF POINTS] [CURVES] 45 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 4 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 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 15 19 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 16 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 24 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 19 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 20 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 30 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 26 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 22 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 42 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 40 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 43 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 28 [END OF CURVES] [BOUNDARIES] 7 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 34 1 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 8 9 10 11 12 2 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 13 14 15 16 17 18 19 20 9 10 11 21 22 3 - Boundary number 18 - number of curves on boundary, next line(s) are curvenumbers 13 14 15 16 17 18 23 24 25 26 27 28 20 9 10 11 21 22 4 - Boundary number 21 - number of curves on boundary, next line(s) are curvenumbers 13 14 15 16 17 29 30 31 32 33 24 25 26 27 28 20 9 10 11 21 22 5 - Boundary number 22 - number of curves on boundary, next line(s) are curvenumbers 13 14 15 16 17 29 30 31 44 45 35 36 25 26 27 28 20 9 10 11 21 22 6 - Boundary number 17 - number of curves on boundary, next line(s) are curvenumbers 13 14 37 38 39 40 44 45 41 27 28 20 9 10 11 21 22 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 7 - Number of boundaries - 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 7 - Number of boundaries - 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] 7 - Number of boundaries - 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 4 - number of curves on PlLine, next line(s) are curvenumbers 1 42 43 7 [END OF PIEZO LINES] [PHREATIC LINE] 1 - Number of the piezometric level line acting as phreatic line - [END OF PHREATIC LINE] [WORLD CO-ORDINATES] 0.000 - X world 1 - 0.000 - Y world 1 - 0.000 - X world 2 - 0.000 - Y world 2 - [END OF WORLD CO-ORDINATES] [LAYERS] 6 - 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 1 - 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 klei dijk 1 - Piezometric level line at top of layer 1 - 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 dijk 1 - Piezometric level line at top of layer 1 - 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 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 49 klei dijk 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 6 - Boundarynumber at top of layer 5 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Derde toetsingsronde DR49: IJsselland DP 287.30, MHW 16000 (+10.50) [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] 6 Number of layers 6 100 5 100 100 4 100 100 100 3 100 100 100 100 2 100 100 100 100 100 1 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 10 10 10 100 10 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 [CIRCLES] 70.000 80.000 11 X-direction 25.000 35.000 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 52.15 54.65 = 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] 3.00 [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] 6 [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 6 - Number of layers 2 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 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] 70.00 25.00 21.00 1.95 70.00 25.00 20.50 1.93 70.00 25.00 20.00 1.91 70.00 25.00 19.50 1.90 70.00 25.00 19.00 1.87 70.00 26.00 22.00 1.95 70.00 26.00 21.50 1.92 70.00 26.00 21.00 1.91 70.00 26.00 20.50 1.90 70.00 26.00 20.00 1.88 70.00 27.00 23.00 1.94 70.00 27.00 22.50 1.92 70.00 27.00 22.00 1.90 70.00 27.00 21.50 1.90 70.00 27.00 21.00 1.88 70.00 28.00 24.00 1.93 70.00 28.00 23.50 1.91 70.00 28.00 23.00 1.90 70.00 28.00 22.50 1.90 70.00 28.00 22.00 1.89 70.00 29.00 25.00 1.91 70.00 29.00 24.50 1.89 70.00 29.00 24.00 1.89 70.00 29.00 23.50 1.90 70.00 29.00 23.00 1.89 70.00 30.00 26.00 1.90 70.00 30.00 25.50 1.89 70.00 30.00 25.00 1.89 70.00 30.00 24.50 1.89 70.00 30.00 24.00 1.90 70.00 31.00 27.00 1.89 70.00 31.00 26.50 1.89 70.00 31.00 26.00 1.88 70.00 31.00 25.50 1.90 70.00 31.00 25.00 1.90 70.00 32.00 28.00 1.91 70.00 32.00 27.50 1.88 70.00 32.00 27.00 1.88 70.00 32.00 26.50 1.88 70.00 32.00 26.00 1.89 70.00 33.00 29.00 1.92 70.00 33.00 28.50 1.88 70.00 33.00 28.00 1.87 70.00 33.00 27.50 1.88 70.00 33.00 27.00 1.89 70.00 34.00 30.00 1.94 70.00 34.00 29.50 1.89 70.00 34.00 29.00 1.87 70.00 34.00 28.50 1.88 70.00 34.00 28.00 1.90 70.00 35.00 31.00 1.95 70.00 35.00 30.50 1.91 70.00 35.00 30.00 1.87 70.00 35.00 29.50 1.88 70.00 35.00 29.00 1.88 71.00 25.00 21.00 1.88 71.00 25.00 20.50 1.83 71.00 25.00 20.00 1.79 71.00 25.00 19.50 1.76 71.00 26.00 22.00 1.88 71.00 26.00 21.50 1.84 71.00 26.00 21.00 1.80 71.00 26.00 20.50 1.77 71.00 27.00 23.00 1.88 71.00 27.00 22.50 1.84 71.00 27.00 22.00 1.80 71.00 27.00 21.50 1.78 71.00 28.00 24.00 1.87 71.00 28.00 23.50 1.84 71.00 28.00 23.00 1.81 71.00 28.00 22.50 1.78 71.00 29.00 25.00 1.87 71.00 29.00 24.50 1.84 71.00 29.00 24.00 1.82 71.00 29.00 23.50 1.79 71.00 30.00 26.00 1.87 71.00 30.00 25.50 1.84 71.00 30.00 25.00 1.82 71.00 30.00 24.50 1.80 71.00 31.00 27.00 1.86 71.00 31.00 26.50 1.84 71.00 31.00 26.00 1.81 71.00 31.00 25.50 1.81 71.00 32.00 28.00 1.85 71.00 32.00 27.50 1.83 71.00 32.00 27.00 1.81 71.00 32.00 26.50 1.81 71.00 33.00 29.00 1.85 71.00 33.00 28.50 1.83 71.00 33.00 28.00 1.82 71.00 33.00 27.50 1.81 71.00 33.00 27.00 1.85 71.00 34.00 30.00 1.86 71.00 34.00 29.50 1.83 71.00 34.00 29.00 1.82 71.00 34.00 28.50 1.82 71.00 34.00 28.00 1.86 71.00 35.00 31.00 1.88 71.00 35.00 30.50 1.83 71.00 35.00 30.00 1.81 71.00 35.00 29.50 1.81 71.00 35.00 29.00 1.86 72.00 25.00 21.00 1.80 72.00 25.00 20.50 1.73 72.00 25.00 20.00 1.67 72.00 25.00 19.50 1.60 72.00 26.00 22.00 1.80 72.00 26.00 21.50 1.74 72.00 26.00 21.00 1.68 72.00 26.00 20.50 1.62 72.00 27.00 23.00 1.81 72.00 27.00 22.50 1.75 72.00 27.00 22.00 1.70 72.00 27.00 21.50 1.64 72.00 28.00 24.00 1.82 72.00 28.00 23.50 1.76 72.00 28.00 23.00 1.71 72.00 28.00 22.50 1.66 72.00 29.00 25.00 1.82 72.00 29.00 24.50 1.77 72.00 29.00 24.00 1.72 72.00 29.00 23.50 1.67 72.00 30.00 26.00 1.81 72.00 30.00 25.50 1.78 72.00 30.00 25.00 1.73 72.00 30.00 24.50 1.69 72.00 31.00 27.00 1.81 72.00 31.00 26.50 1.78 72.00 31.00 26.00 1.74 72.00 31.00 25.50 1.70 72.00 32.00 28.00 1.82 72.00 32.00 27.50 1.77 72.00 32.00 27.00 1.75 72.00 32.00 26.50 1.71 72.00 33.00 29.00 1.83 72.00 33.00 28.50 1.78 72.00 33.00 28.00 1.75 72.00 33.00 27.50 1.72 72.00 34.00 30.00 1.82 72.00 34.00 29.50 1.79 72.00 34.00 29.00 1.75 72.00 34.00 28.50 1.73 72.00 35.00 31.00 1.82 72.00 35.00 30.50 1.78 72.00 35.00 30.00 1.76 72.00 35.00 29.50 1.74 73.00 25.00 21.00 1.72 73.00 25.00 20.50 1.63 73.00 25.00 20.00 1.54 73.00 25.00 19.50 1.44 73.00 26.00 22.00 1.73 73.00 26.00 21.50 1.64 73.00 26.00 21.00 1.56 73.00 26.00 20.50 1.47 73.00 27.00 23.00 1.75 73.00 27.00 22.50 1.66 73.00 27.00 22.00 1.58 73.00 27.00 21.50 1.50 73.00 28.00 24.00 1.76 73.00 28.00 23.50 1.67 73.00 28.00 23.00 1.60 73.00 28.00 22.50 1.53 73.00 29.00 25.00 1.77 73.00 29.00 24.50 1.68 73.00 29.00 24.00 1.62 73.00 29.00 23.50 1.55 73.00 30.00 26.00 1.78 73.00 30.00 25.50 1.69 73.00 30.00 25.00 1.64 73.00 30.00 24.50 1.57 73.00 31.00 27.00 1.78 73.00 31.00 26.50 1.71 73.00 31.00 26.00 1.65 73.00 31.00 25.50 1.59 73.00 32.00 28.00 1.78 73.00 32.00 27.50 1.72 73.00 32.00 27.00 1.66 73.00 32.00 26.50 1.61 73.00 33.00 29.00 1.80 73.00 33.00 28.50 1.73 73.00 33.00 28.00 1.68 73.00 33.00 27.50 1.63 73.00 34.00 30.00 1.78 73.00 34.00 29.50 1.73 73.00 34.00 29.00 1.69 73.00 34.00 28.50 1.64 73.00 35.00 31.00 1.79 73.00 35.00 30.50 1.72 73.00 35.00 30.00 1.70 73.00 35.00 29.50 1.65 74.00 25.00 21.00 1.64 74.00 25.00 20.50 1.51 74.00 25.00 20.00 1.39 74.00 26.00 22.00 1.66 74.00 26.00 21.50 1.54 74.00 26.00 21.00 1.43 74.00 27.00 23.00 1.68 74.00 27.00 22.50 1.56 74.00 27.00 22.00 1.45 74.00 28.00 24.00 1.69 74.00 28.00 23.50 1.58 74.00 28.00 23.00 1.48 74.00 29.00 25.00 1.71 74.00 29.00 24.50 1.60 74.00 29.00 24.00 1.51 74.00 30.00 26.00 1.72 74.00 30.00 25.50 1.61 74.00 30.00 25.00 1.53 74.00 31.00 27.00 1.73 74.00 31.00 26.50 1.63 74.00 31.00 26.00 1.55 74.00 32.00 28.00 1.74 74.00 32.00 27.50 1.64 74.00 32.00 27.00 1.57 74.00 33.00 29.00 1.75 74.00 33.00 28.50 1.66 74.00 33.00 28.00 1.59 74.00 33.00 27.50 1.53 74.00 34.00 30.00 1.76 74.00 34.00 29.50 1.67 74.00 34.00 29.00 1.60 74.00 34.00 28.50 1.55 74.00 35.00 31.00 1.76 74.00 35.00 30.50 1.68 74.00 35.00 30.00 1.62 74.00 35.00 29.50 1.57 75.00 25.00 21.00 1.55 75.00 25.00 20.50 1.39 75.00 26.00 22.00 1.58 75.00 26.00 21.50 1.42 75.00 26.00 21.00 1.29 75.00 27.00 23.00 1.60 75.00 27.00 22.50 1.45 75.00 27.00 22.00 1.32 75.00 28.00 24.00 1.63 75.00 28.00 23.50 1.47 75.00 28.00 23.00 1.35 75.00 29.00 25.00 1.65 75.00 29.00 24.50 1.50 75.00 29.00 24.00 1.38 75.00 30.00 26.00 1.66 75.00 30.00 25.50 1.52 75.00 30.00 25.00 1.41 75.00 31.00 27.00 1.68 75.00 31.00 26.50 1.55 75.00 31.00 26.00 1.44 75.00 32.00 28.00 1.69 75.00 32.00 27.50 1.57 75.00 32.00 27.00 1.46 75.00 33.00 29.00 1.70 75.00 33.00 28.50 1.58 75.00 33.00 28.00 1.49 75.00 34.00 30.00 1.72 75.00 34.00 29.50 1.60 75.00 34.00 29.00 1.51 75.00 35.00 31.00 1.73 75.00 35.00 30.50 1.61 75.00 35.00 30.00 1.53 76.00 25.00 21.00 1.47 76.00 25.00 20.50 1.27 76.00 26.00 22.00 1.50 76.00 26.00 21.50 1.30 76.00 27.00 23.00 1.53 76.00 27.00 22.50 1.33 76.00 28.00 24.00 1.56 76.00 28.00 23.50 1.36 76.00 29.00 25.00 1.58 76.00 29.00 24.50 1.39 76.00 30.00 26.00 1.61 76.00 30.00 25.50 1.42 76.00 31.00 27.00 1.62 76.00 31.00 26.50 1.45 76.00 32.00 28.00 1.64 76.00 32.00 27.50 1.47 76.00 33.00 29.00 1.66 76.00 33.00 28.50 1.50 76.00 33.00 28.00 1.38 76.00 34.00 30.00 1.68 76.00 34.00 29.50 1.52 76.00 34.00 29.00 1.40 76.00 35.00 31.00 1.70 76.00 35.00 30.50 1.54 76.00 35.00 30.00 1.43 77.00 25.00 21.00 1.39 77.00 26.00 22.00 1.42 77.00 27.00 23.00 1.46 77.00 27.00 22.50 1.22 77.00 28.00 24.00 1.49 77.00 28.00 23.50 1.25 77.00 29.00 25.00 1.52 77.00 29.00 24.50 1.28 77.00 30.00 26.00 1.55 77.00 30.00 25.50 1.31 77.00 31.00 27.00 1.59 77.00 31.00 26.50 1.34 77.00 32.00 28.00 1.64 77.00 32.00 27.50 1.39 77.00 33.00 29.00 1.68 77.00 33.00 28.50 1.40 77.00 34.00 30.00 1.73 77.00 34.00 29.50 1.42 77.00 35.00 31.00 1.78 77.00 35.00 30.50 1.45 78.00 25.00 21.00 1.35 78.00 26.00 22.00 1.38 78.00 27.00 23.00 1.43 78.00 28.00 24.00 1.48 78.00 29.00 25.00 1.54 78.00 30.00 26.00 1.60 78.00 31.00 27.00 1.66 78.00 32.00 28.00 1.74 78.00 33.00 29.00 1.83 78.00 34.00 30.00 1.92 78.00 34.00 29.50 1.42 78.00 35.00 31.00 2.00 78.00 35.00 30.50 1.48 79.00 28.00 24.00 1.61 79.00 29.00 25.00 1.71 79.00 30.00 26.00 1.83 79.00 31.00 27.00 1.95 79.00 32.00 28.00 2.05 79.00 33.00 29.00 2.15 79.00 34.00 30.00 2.26 79.00 35.00 31.00 2.37 80.00 35.00 31.00 3.08 [End of Data] [END OF ZONE RESULTS] [CircleResults] 7.000 4.000 7 11 11 77.000 27.000 22.500 1.219 70.000 25.000 19.000 1.871 70.000 26.000 20.000 1.876 70.000 27.000 21.000 1.882 70.000 28.000 22.000 1.887 70.000 29.000 23.000 1.891 70.000 30.000 25.000 1.886 70.000 31.000 26.000 1.882 70.000 32.000 26.500 1.876 70.000 33.000 28.000 1.872 70.000 34.000 29.000 1.870 70.000 35.000 30.000 1.874 71.000 25.000 19.500 1.758 71.000 26.000 20.500 1.767 71.000 27.000 21.500 1.776 71.000 28.000 22.500 1.784 71.000 29.000 23.500 1.792 71.000 30.000 24.500 1.800 71.000 31.000 25.500 1.807 71.000 32.000 26.500 1.811 71.000 33.000 27.500 1.810 71.000 34.000 29.000 1.821 71.000 35.000 29.500 1.805 72.000 25.000 19.500 1.603 72.000 26.000 20.500 1.625 72.000 27.000 21.500 1.644 72.000 28.000 22.500 1.660 72.000 29.000 23.500 1.674 72.000 30.000 24.500 1.687 72.000 31.000 25.500 1.699 72.000 32.000 26.500 1.710 72.000 33.000 27.500 1.721 72.000 34.000 28.500 1.731 72.000 35.000 29.500 1.739 73.000 25.000 19.500 1.443 73.000 26.000 20.500 1.474 73.000 27.000 21.500 1.501 73.000 28.000 22.500 1.527 73.000 29.000 23.500 1.551 73.000 30.000 24.500 1.573 73.000 31.000 25.500 1.592 73.000 32.000 26.500 1.609 73.000 33.000 27.500 1.625 73.000 34.000 28.500 1.641 73.000 35.000 29.500 1.655 74.000 25.000 20.000 1.394 74.000 26.000 21.000 1.426 74.000 27.000 22.000 1.454 74.000 28.000 23.000 1.481 74.000 29.000 24.000 1.506 74.000 30.000 25.000 1.530 74.000 31.000 26.000 1.551 74.000 32.000 27.000 1.569 74.000 33.000 27.500 1.530 74.000 34.000 28.500 1.550 74.000 35.000 29.500 1.568 75.000 25.000 20.500 1.386 75.000 26.000 21.000 1.287 75.000 27.000 22.000 1.319 75.000 28.000 23.000 1.352 75.000 29.000 24.000 1.383 75.000 30.000 25.000 1.411 75.000 31.000 26.000 1.438 75.000 32.000 27.000 1.464 75.000 33.000 28.000 1.488 75.000 34.000 29.000 1.510 75.000 35.000 30.000 1.529 76.000 25.000 20.500 1.267 76.000 26.000 21.500 1.299 76.000 27.000 22.500 1.331 76.000 28.000 23.500 1.362 76.000 29.000 24.500 1.390 76.000 30.000 25.500 1.419 76.000 31.000 26.500 1.447 76.000 32.000 27.500 1.473 76.000 33.000 28.000 1.376 76.000 34.000 29.000 1.403 76.000 35.000 30.000 1.429 77.000 25.000 21.000 1.391 77.000 26.000 22.000 1.422 77.000 27.000 22.500 1.219 77.000 28.000 23.500 1.249 77.000 29.000 24.500 1.279 77.000 30.000 25.500 1.308 77.000 31.000 26.500 1.340 77.000 32.000 27.500 1.388 77.000 33.000 28.500 1.399 77.000 34.000 29.500 1.423 77.000 35.000 30.500 1.448 78.000 25.000 21.000 1.346 78.000 26.000 22.000 1.380 78.000 27.000 23.000 1.432 78.000 28.000 24.000 1.479 78.000 29.000 25.000 1.536 78.000 30.000 26.000 1.597 78.000 31.000 27.000 1.662 78.000 32.000 28.000 1.739 78.000 33.000 29.000 1.829 78.000 34.000 29.500 1.416 78.000 35.000 30.500 1.481 79.000 25.000 0.000 9999.999 79.000 26.000 0.000 9999.999 79.000 27.000 0.000 9999.999 79.000 28.000 24.000 1.610 79.000 29.000 25.000 1.712 79.000 30.000 26.000 1.826 79.000 31.000 27.000 1.949 79.000 32.000 28.000 2.046 79.000 33.000 29.000 2.146 79.000 34.000 30.000 2.255 79.000 35.000 31.000 2.365 80.000 25.000 0.000 9999.999 80.000 26.000 0.000 9999.999 80.000 27.000 0.000 9999.999 80.000 28.000 0.000 9999.999 80.000 29.000 0.000 9999.999 80.000 30.000 0.000 9999.999 80.000 31.000 0.000 9999.999 80.000 32.000 0.000 9999.999 80.000 33.000 0.000 9999.999 80.000 34.000 0.000 9999.999 80.000 35.000 31.000 3.078 [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] 1.219 33 77.000 27.000 22.500 62.829 83.949 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] 63.413 62.829 9.065 9.523 9.487 9.523 63.997 63.413 8.638 9.065 9.450 9.487 64.581 63.997 8.238 8.638 9.414 9.450 64.831 64.581 8.074 8.238 9.398 9.414 65.493 64.831 7.665 8.074 9.357 9.398 66.155 65.493 7.286 7.665 9.315 9.357 66.816 66.155 6.937 7.286 9.274 9.315 67.478 66.816 6.614 6.937 9.233 9.274 68.140 67.478 6.318 6.614 9.160 9.233 68.801 68.140 6.047 6.318 8.971 9.160 69.463 68.801 5.800 6.047 8.782 8.971 70.074 69.463 5.592 5.800 8.607 8.782 70.685 70.074 5.404 5.592 8.433 8.607 71.297 70.685 5.235 5.404 8.258 8.433 71.908 71.297 5.084 5.235 8.083 8.258 72.200 71.908 5.018 5.084 8.000 8.083 72.891 72.200 4.878 5.018 7.620 8.000 73.582 72.891 4.761 4.878 7.240 7.620 74.273 73.582 4.666 4.761 6.860 7.240 74.964 74.273 4.592 4.666 6.480 6.860 75.656 74.964 4.540 4.592 6.099 6.480 76.347 75.656 4.509 4.540 5.788 6.099 77.038 76.347 4.500 4.509 5.730 5.788 77.729 77.038 4.512 4.500 5.673 5.730 78.420 77.729 4.545 4.512 5.615 5.673 79.111 78.420 4.599 4.545 5.600 5.615 79.802 79.111 4.675 4.599 5.600 5.600 80.493 79.802 4.773 4.675 5.600 5.600 81.185 80.493 4.893 4.773 5.600 5.600 81.876 81.185 5.035 4.893 5.600 5.600 82.567 81.876 5.200 5.035 5.600 5.600 83.258 82.567 5.388 5.200 5.600 5.600 83.949 83.258 5.600 5.388 5.600 5.600 [End of Data] [End of SliceGeometry] [strength and Loads] [Column Indication] CohBottom PhiBottom Cu K0 PoreOnSurface YFrea HPoreOnSurface VPoreOnSurface Weight ExternalLoad PseudoFactor [End of Column Indication] [Data] 3.000 23.000 0.000 0.000 0.000 8.285 -0.000 -0.000 2.398 0.000 0.000 3.000 23.000 0.000 0.000 0.000 8.266 -0.000 -0.000 7.024 0.000 0.000 3.000 23.000 0.000 0.000 0.000 8.247 -0.000 -0.000 11.321 0.000 0.000 3.000 23.000 0.000 0.000 0.000 8.234 -0.000 -0.000 6.112 0.000 0.000 1.500 22.500 0.000 0.000 0.000 8.219 -0.000 -0.000 19.366 0.000 0.000 1.500 22.500 0.000 0.000 0.000 8.198 -0.000 -0.000 23.656 0.000 0.000 1.500 22.500 0.000 0.000 0.000 8.177 -0.000 -0.000 27.580 0.000 0.000 1.500 22.500 0.000 0.000 0.000 8.156 -0.000 -0.000 31.159 0.000 0.000 1.500 22.500 0.000 0.000 0.000 8.134 -0.000 -0.000 34.410 0.000 0.000 1.500 22.500 0.000 0.000 0.000 8.113 -0.000 -0.000 35.993 0.000 0.000 1.500 22.500 0.000 0.000 0.000 8.092 -0.000 -0.000 36.725 0.000 0.000 0.000 31.000 0.000 0.000 0.000 8.072 -0.000 -0.000 34.398 0.000 0.000 0.000 31.000 0.000 0.000 0.000 8.052 -0.000 -0.000 34.674 0.000 0.000 0.000 31.000 0.000 0.000 0.000 8.032 -0.000 -0.000 34.724 0.000 0.000 0.000 31.000 0.000 0.000 0.000 8.013 -0.000 -0.000 34.552 0.000 0.000 0.000 31.000 0.000 0.000 0.000 8.000 -0.000 -0.000 16.387 0.000 0.000 0.000 31.000 0.000 0.000 1.864 8.000 -0.709 -1.289 37.179 0.000 0.000 0.000 31.000 0.000 0.000 5.593 8.000 -2.126 -3.866 34.050 0.000 0.000 0.000 31.000 0.000 0.000 9.322 8.000 -3.544 -6.443 30.622 0.000 0.000 0.000 31.000 0.000 0.000 13.051 8.000 -4.961 -9.020 26.899 0.000 0.000 0.000 31.000 0.000 0.000 16.780 8.000 -6.378 -11.597 22.886 0.000 0.000 0.000 31.000 0.000 0.000 20.173 8.000 -6.287 -13.942 18.583 0.000 0.000 0.000 31.000 0.000 0.000 21.984 8.000 -1.266 -15.194 16.903 0.000 0.000 0.000 31.000 0.000 0.000 22.549 8.000 -1.299 -15.584 16.111 0.000 0.000 0.000 31.000 0.000 0.000 23.114 8.000 -1.331 -15.975 15.033 0.000 0.000 0.000 31.000 0.000 0.000 23.470 8.000 -0.352 -16.221 13.853 0.000 0.000 0.000 31.000 0.000 0.000 23.544 8.000 0.000 -16.272 12.975 0.000 0.000 0.000 31.000 0.000 0.000 23.544 8.000 0.000 -16.272 11.805 0.000 0.000 0.000 31.000 0.000 0.000 23.544 8.000 0.000 -16.272 10.341 0.000 0.000 0.000 31.000 0.000 0.000 23.544 8.000 0.000 -16.272 8.577 0.000 0.000 0.000 31.000 0.000 0.000 23.544 8.000 0.000 -16.272 6.508 0.000 0.000 0.000 31.000 0.000 0.000 23.544 8.000 0.000 -16.272 4.128 0.000 0.000 0.000 31.000 0.000 0.000 23.544 8.000 0.000 -16.272 1.430 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] 4.107 4.107 0.000 0.000 0.000 3.059 1.710 0.000 0.000 0.000 0.000 0.000 0.000 12.029 12.029 0.000 0.000 0.000 5.301 8.146 0.000 0.000 0.000 0.000 0.000 0.000 19.387 19.387 0.000 0.000 0.000 7.443 14.291 0.000 0.000 0.000 0.000 0.000 0.000 24.409 23.647 0.762 0.000 0.762 8.721 17.958 0.000 0.000 0.000 0.000 0.000 0.762 29.271 25.156 3.428 0.000 4.116 8.085 20.153 0.000 0.000 0.000 0.000 0.000 4.116 35.755 26.646 7.086 0.000 9.109 8.615 21.714 0.000 0.000 0.000 0.000 0.000 9.109 41.686 27.963 10.451 0.000 13.723 9.104 23.150 0.000 0.000 0.000 0.000 0.000 13.723 47.096 29.118 13.539 0.000 17.978 9.551 24.465 0.000 0.000 0.000 0.000 0.000 17.978 52.010 30.119 16.365 0.000 21.891 9.958 25.662 0.000 0.000 0.000 0.000 0.000 21.891 54.403 28.820 18.939 0.000 25.583 9.683 24.853 0.000 0.000 0.000 0.000 0.000 25.583 55.508 26.470 21.272 0.000 29.039 9.080 23.080 0.000 0.000 0.000 0.000 0.000 29.039 56.270 24.546 23.301 0.000 31.723 10.372 21.026 0.000 0.000 0.000 0.000 0.000 31.723 56.722 23.057 25.050 0.000 33.664 9.874 20.017 0.000 0.000 0.000 0.000 0.000 33.664 56.802 21.384 26.612 0.000 35.418 9.279 18.812 0.000 0.000 0.000 0.000 0.000 35.418 56.521 19.530 27.992 0.000 36.991 8.587 17.408 0.000 0.000 0.000 0.000 0.000 36.991 56.119 18.065 28.931 0.000 38.054 8.020 16.258 0.000 0.000 0.000 0.000 0.000 38.054 55.659 16.597 29.939 0.000 39.062 7.445 15.093 0.000 0.000 0.000 0.000 0.000 39.062 54.861 14.539 31.199 0.000 40.322 6.618 13.416 0.000 0.000 0.000 0.000 0.000 40.322 53.630 12.265 32.241 0.000 41.364 5.665 11.484 0.000 0.000 0.000 0.000 0.000 41.364 51.972 9.780 33.069 0.000 42.192 4.584 9.292 0.000 0.000 0.000 0.000 0.000 42.192 49.894 7.085 33.685 0.000 42.809 3.370 6.832 0.000 0.000 0.000 0.000 0.000 42.809 47.062 3.847 34.091 0.000 43.215 1.857 3.765 0.000 0.000 0.000 0.000 0.000 43.215 46.442 3.030 34.288 0.000 43.412 1.485 3.010 0.000 0.000 0.000 0.000 0.000 43.412 45.861 2.461 34.277 0.000 43.400 1.224 2.482 0.000 0.000 0.000 0.000 0.000 43.400 44.866 1.685 34.057 0.000 43.180 0.851 1.726 0.000 0.000 0.000 0.000 0.000 43.180 43.515 0.764 33.628 0.000 42.751 0.392 0.795 0.000 0.000 0.000 0.000 0.000 42.751 42.318 0.206 32.989 0.000 42.112 0.107 0.218 0.000 0.000 0.000 0.000 0.000 42.112 40.625 0.000 32.137 0.000 41.261 0.000 0.000 0.000 0.000 0.000 0.000 0.000 40.625 38.506 0.000 31.071 0.000 40.194 0.000 0.000 0.000 0.000 0.000 0.000 0.000 38.506 35.954 0.000 29.787 0.000 38.910 0.000 0.000 0.000 0.000 0.000 0.000 0.000 35.954 32.961 0.000 28.281 0.000 37.405 0.000 0.000 0.000 0.000 0.000 0.000 0.000 32.961 29.518 0.000 26.549 0.000 35.672 0.000 0.000 0.000 0.000 0.000 0.000 0.000 29.518 25.613 0.000 24.585 0.000 33.708 0.000 0.000 0.000 0.000 0.000 0.000 0.000 25.613 [End of Data] [End of Stresses] [End of Dump] [CALCULATION TIME] 00:00:00 [END OF CALCULATION TIME] [End of Dump File]