Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : ARCADIS Nederland BV Mobiliteit LICENSE : Unknown DATE : 15-Aug-13 TIME : 9:35:25 FILENAME : C:\Temp\DAM2\51-122_afrit A1.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] 51 1e WVP_WL SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.00 SoilGamWet=20.00 SoilRestSlope=0 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=0.01 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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] 51 zandtussenlaag_WL SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.20 SoilGamWet=18.80 SoilRestSlope=0 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=0.01 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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] 51 klei deklaag SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.30 SoilGamWet=18.90 SoilRestSlope=0 SoilCohesion=5.50 SoilPhi=23.00 SoilDilatancy=19.30 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=0.01 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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] 51 zand dijk_WL SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.90 SoilGamWet=20.10 SoilRestSlope=0 SoilCohesion=1.00 SoilPhi=26.50 SoilDilatancy=24.80 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.01 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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] 51 kleibekleding SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.50 SoilGamWet=19.00 SoilRestSlope=0 SoilCohesion=4.00 SoilPhi=24.00 SoilDilatancy=22.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.01 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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] 30 - Number of geometry points - 1 0.000 -3.000 0.000 2 70.000 -3.000 0.000 3 0.000 3.500 0.000 4 70.000 3.500 0.000 5 0.000 4.500 0.000 6 70.000 4.500 0.000 7 0.000 6.600 0.000 8 10.000 6.600 0.000 9 22.000 7.000 0.000 10 22.200 6.600 0.000 11 27.400 6.600 0.000 12 32.800 6.600 0.000 13 37.600 7.200 0.000 14 46.000 6.900 0.000 15 60.000 7.000 0.000 16 70.000 7.000 0.000 17 27.200 8.500 0.000 18 27.400 9.000 0.000 19 30.000 9.100 0.000 20 32.800 9.000 0.000 21 0.000 8.340 0.000 22 26.200 8.340 0.000 23 26.800 7.800 0.000 24 32.800 7.200 0.000 25 37.600 7.180 0.000 26 46.000 6.880 0.000 27 70.000 6.880 0.000 28 22.000 8.340 0.000 29 38.500 8.220 0.000 30 70.000 8.000 0.000 [END OF POINTS] [CURVES] 27 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 28 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 22 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 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 7 8 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 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 12 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 17 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 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 13 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 18 [END OF CURVES] [BOUNDARIES] 6 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 21 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 10 2 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 11 3 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 12 13 14 15 16 17 18 19 20 4 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 12 13 14 22 23 24 25 26 18 19 20 5 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 12 13 27 24 25 26 18 19 20 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 6 - Number of boundaries - 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 6 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 6 - Number of boundaries - 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 7 - number of curves on PlLine, next line(s) are curvenumbers 1 4 5 6 7 8 9 2 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 1 2 3 [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] 5 - Number of layers - 1 - Layer number, next line is material of layer 51 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 51 klei deklaag 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 51 zandtussenlaag_WL 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 51 zand dijk_WL 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 51 kleibekleding 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 [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] DIJKRING 51: GORSSEL, DERDE TOETSINGSRONDE Controle oude berekening, DP 122 MHW (+8.34m) [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] 2 - Forbidden lines 1 31.40 9.05 - X1 Y1 32.80 9.00 - X2 Y2 2 37.60 7.20 - X1 Y1 32.80 9.00 - X2 Y2 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 5 Number of layers 5 100 4 100 100 3 100 100 100 2 100 100 100 100 1 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 100 100 100 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 [CIRCLES] 34.500 39.500 5 X-direction 12.500 17.500 5 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 Verkeer 13.00 = magnitude 29.50 32.00 = xstart and xend 26.00 = distribution angle 2 = temporary load [TREE ON SLOPE] 0.00 = WindForce 0.00 = XCoordinate 0.00 = YCoordinate 10.00 = width of root zone 0.0 = AngleOfDistribution [END OF TREE ON SLOPE] [EARTH QUAKE] 0.000 = horizontal acceleration 0.000 = vertical acceleration 0.000 = free water moment factor [SIGMA-TAU CURVES] 0 = number of items [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MINIMAL REQUIRED CIRCLE DEPTH] 0.00 [m] [Slip Circle Selection] IsMinXEntryUsed=0 IsMaxXEntryUsed=0 XEntryMin=0.00 XEntryMax=0.00 [End of Slip Circle Selection] [START VALUE SAFETY FACTOR] 1.000 [-] [REFERENCE LEVEL CU] 5 [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 0.00 = Decimate height 1 norm = 1/10000 1 = number of items Water data (1) 1 = Phreatic line 0.00 = Level Piezo lines 5 - Number of layers 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 1 1 = Pl-top and pl-bottom [MODEL FACTOR] 1.00 = Limit value stability factor 0.00 = 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] 34.50 12.50 7.50 2.13 34.50 12.50 7.00 2.00 34.50 12.50 6.50 1.91 34.50 13.75 8.75 2.24 34.50 13.75 8.25 2.13 34.50 13.75 7.75 2.05 34.50 13.75 7.25 2.02 34.50 15.00 10.00 2.37 34.50 15.00 9.50 2.23 34.50 15.00 9.00 2.18 34.50 15.00 8.50 2.16 34.50 16.25 11.25 2.51 34.50 16.25 10.75 2.38 34.50 16.25 10.25 2.30 34.50 16.25 9.75 2.33 34.50 17.50 12.50 2.63 34.50 17.50 12.00 2.50 34.50 17.50 11.50 2.43 34.50 17.50 11.00 2.46 35.75 12.50 7.50 1.78 35.75 12.50 7.00 1.65 35.75 12.50 6.50 1.61 35.75 12.50 6.00 1.62 35.75 13.75 8.75 1.89 35.75 13.75 8.25 1.75 35.75 13.75 7.75 1.63 35.75 13.75 7.25 1.62 35.75 15.00 10.00 2.00 35.75 15.00 9.50 1.87 35.75 15.00 9.00 1.75 35.75 15.00 8.50 1.66 35.75 16.25 11.25 2.13 35.75 16.25 10.75 1.98 35.75 16.25 10.25 1.88 35.75 16.25 9.75 1.79 35.75 16.25 9.25 1.85 35.75 17.50 12.50 2.24 35.75 17.50 12.00 2.08 35.75 17.50 11.50 1.99 35.75 17.50 11.00 1.91 35.75 17.50 10.50 1.90 37.00 12.50 7.50 1.75 37.00 12.50 7.00 1.69 37.00 13.75 8.75 1.73 37.00 13.75 8.25 1.65 37.00 13.75 7.75 1.60 37.00 15.00 10.00 1.82 37.00 15.00 9.50 1.66 37.00 15.00 9.00 1.61 37.00 15.00 8.50 1.60 37.00 16.25 11.25 1.91 37.00 16.25 10.75 1.76 37.00 16.25 10.25 1.63 37.00 16.25 9.75 1.61 37.00 16.25 9.25 1.71 37.00 17.50 12.50 2.01 37.00 17.50 12.00 1.85 37.00 17.50 11.50 1.71 37.00 17.50 11.00 1.65 37.00 17.50 10.50 1.74 38.25 13.75 8.75 1.88 38.25 15.00 10.00 1.82 38.25 15.00 9.50 1.76 38.25 16.25 11.25 1.81 38.25 16.25 10.75 1.74 38.25 16.25 10.25 1.70 38.25 17.50 12.50 1.88 38.25 17.50 12.00 1.75 38.25 17.50 11.50 1.69 38.25 17.50 11.00 1.69 39.50 12.50 5.50 7.96 39.50 13.75 6.75 7.92 39.50 16.25 11.25 2.01 39.50 17.50 12.50 1.97 39.50 17.50 12.00 1.91 [End of Data] [END OF ZONE RESULTS] [CircleResults] 8.000 5.000 7 5 5 37.000 15.000 8.500 1.595 34.500 12.500 6.500 1.910 34.500 13.750 7.250 2.018 34.500 15.000 8.500 2.163 34.500 16.250 10.250 2.297 34.500 17.500 11.500 2.432 35.750 12.500 6.500 1.607 35.750 13.750 7.250 1.619 35.750 15.000 8.500 1.661 35.750 16.250 9.750 1.785 35.750 17.500 10.500 1.904 37.000 12.500 7.000 1.687 37.000 13.750 7.750 1.597 37.000 15.000 8.500 1.595 37.000 16.250 9.750 1.609 37.000 17.500 11.000 1.653 38.250 12.500 0.000 9999.999 38.250 13.750 8.750 1.879 38.250 15.000 9.500 1.760 38.250 16.250 10.250 1.702 38.250 17.500 11.000 1.689 39.500 12.500 5.500 7.956 39.500 13.750 6.750 7.920 39.500 15.000 0.000 9999.999 39.500 16.250 11.250 2.007 39.500 17.500 12.000 1.915 [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] 1.595 33 37.000 15.000 8.500 30.913 40.159 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] 31.215 30.913 8.773 9.067 9.057 9.067 31.517 31.215 8.505 8.773 9.046 9.057 31.819 31.517 8.262 8.505 9.035 9.046 32.120 31.819 8.040 8.262 9.024 9.035 32.422 32.120 7.838 8.040 9.013 9.024 32.724 32.422 7.654 7.838 9.003 9.013 33.026 32.724 7.486 7.654 8.915 9.003 33.328 33.026 7.334 7.486 8.802 8.915 33.630 33.328 7.197 7.334 8.689 8.802 33.885 33.630 7.091 7.197 8.593 8.689 34.140 33.885 6.996 7.091 8.497 8.593 34.395 34.140 6.909 6.996 8.402 8.497 34.650 34.395 6.831 6.909 8.306 8.402 34.930 34.650 6.756 6.831 8.201 8.306 35.209 34.930 6.691 6.756 8.097 8.201 35.489 35.209 6.635 6.691 7.992 8.097 35.768 35.489 6.590 6.635 7.887 7.992 36.048 35.768 6.554 6.590 7.782 7.887 36.327 36.048 6.527 6.554 7.677 7.782 36.607 36.327 6.509 6.527 7.573 7.677 36.886 36.607 6.501 6.509 7.468 7.573 37.166 36.886 6.502 6.501 7.363 7.468 37.445 37.166 6.512 6.502 7.258 7.363 37.741 37.445 6.532 6.512 7.195 7.258 38.038 37.741 6.564 6.532 7.184 7.195 38.334 38.038 6.605 6.564 7.174 7.184 38.630 38.334 6.658 6.605 7.163 7.174 38.927 38.630 6.721 6.658 7.153 7.163 39.223 38.927 6.796 6.721 7.142 7.153 39.520 39.223 6.882 6.796 7.131 7.142 39.816 39.520 6.980 6.882 7.121 7.131 40.112 39.816 7.090 6.980 7.110 7.121 40.159 40.112 7.109 7.090 7.109 7.110 [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] 1.000 26.500 0.000 0.000 0.000 7.374 -0.000 -0.000 0.810 3.729 0.000 1.000 26.500 0.000 0.000 0.000 7.343 -0.000 -0.000 2.353 3.377 0.000 1.000 26.500 0.000 0.000 0.000 7.313 -0.000 -0.000 3.749 3.110 0.000 1.000 26.500 0.000 0.000 0.000 7.283 -0.000 -0.000 5.014 2.902 0.000 1.000 26.500 0.000 0.000 0.000 7.253 -0.000 -0.000 6.162 2.735 0.000 1.000 26.500 0.000 0.000 0.000 7.223 -0.000 -0.000 7.203 2.598 0.000 1.000 26.500 0.000 0.000 0.000 7.200 -0.000 -0.000 8.000 0.000 0.000 1.000 26.500 0.000 0.000 0.000 7.198 -0.000 -0.000 8.266 0.000 0.000 1.000 26.500 0.000 0.000 0.000 7.197 -0.000 -0.000 8.446 0.000 0.000 1.000 26.500 0.000 0.000 0.000 7.196 -0.000 -0.000 7.231 0.000 0.000 1.000 26.500 0.000 0.000 0.000 7.195 -0.000 -0.000 7.285 0.000 0.000 1.000 26.500 0.000 0.000 0.000 7.194 -0.000 -0.000 7.291 0.000 0.000 1.000 26.500 0.000 0.000 0.000 7.193 -0.000 -0.000 7.250 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.192 -0.000 -0.000 7.826 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.191 -0.000 -0.000 7.629 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.189 -0.000 -0.000 7.379 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.188 -0.000 -0.000 7.078 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.187 -0.000 -0.000 6.726 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.186 -0.000 -0.000 6.325 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.185 -0.000 -0.000 5.875 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.184 -0.000 -0.000 5.376 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.182 -0.000 -0.000 4.829 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.181 -0.000 -0.000 4.234 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.180 -0.000 -0.000 3.771 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.170 -0.000 -0.000 3.554 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.159 -0.000 -0.000 3.292 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.148 -0.000 -0.000 2.970 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.138 -0.000 -0.000 2.588 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.127 -0.000 -0.000 2.145 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.117 -0.000 -0.000 1.638 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.106 -0.000 -0.000 1.066 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.096 -0.000 -0.000 0.427 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.089 -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] 15.035 15.035 0.000 0.000 0.000 4.083 11.049 0.000 0.000 0.000 0.000 0.000 0.000 18.978 18.978 0.000 0.000 0.000 5.139 14.427 0.000 0.000 0.000 0.000 0.000 0.000 22.718 22.718 0.000 0.000 0.000 6.175 17.741 0.000 0.000 0.000 0.000 0.000 0.000 26.218 26.218 0.000 0.000 0.000 7.178 20.946 0.000 0.000 0.000 0.000 0.000 0.000 29.467 29.467 0.000 0.000 0.000 8.138 24.017 0.000 0.000 0.000 0.000 0.000 0.000 32.463 32.463 0.000 0.000 0.000 9.052 26.939 0.000 0.000 0.000 0.000 0.000 0.000 26.496 26.496 0.000 0.000 0.000 7.595 22.280 0.000 0.000 0.000 0.000 0.000 0.000 27.377 27.377 0.000 0.000 0.000 7.938 23.379 0.000 0.000 0.000 0.000 0.000 0.000 27.973 27.973 0.000 0.000 0.000 8.207 24.237 0.000 0.000 0.000 0.000 0.000 0.000 28.355 27.844 0.511 0.000 0.511 8.268 24.432 0.000 0.000 0.000 0.000 0.000 0.511 28.567 27.080 1.486 0.000 1.486 8.140 24.024 0.000 0.000 0.000 0.000 0.000 1.486 28.590 26.220 2.370 0.000 2.370 7.980 23.511 0.000 0.000 0.000 0.000 0.000 2.370 28.433 25.267 3.166 0.000 3.166 7.787 22.894 0.000 0.000 0.000 0.000 0.000 3.166 28.003 24.098 3.905 0.000 3.905 6.811 22.264 0.000 0.000 0.000 0.000 0.000 3.905 27.296 22.713 4.583 0.000 4.583 6.486 21.200 0.000 0.000 0.000 0.000 0.000 4.583 26.401 21.239 5.163 0.000 5.163 6.126 20.025 0.000 0.000 0.000 0.000 0.000 5.163 25.324 19.677 5.647 0.000 5.647 5.733 18.739 0.000 0.000 0.000 0.000 0.000 5.647 24.066 18.029 6.037 0.000 6.037 5.305 17.341 0.000 0.000 0.000 0.000 0.000 6.037 22.631 16.296 6.335 0.000 6.335 4.843 15.831 0.000 0.000 0.000 0.000 0.000 6.335 21.021 14.479 6.542 0.000 6.542 4.346 14.206 0.000 0.000 0.000 0.000 0.000 6.542 19.237 12.580 6.657 0.000 6.657 3.814 12.466 0.000 0.000 0.000 0.000 0.000 6.657 17.280 10.597 6.683 0.000 6.683 3.245 10.607 0.000 0.000 0.000 0.000 0.000 6.683 15.150 8.532 6.618 0.000 6.618 2.639 8.627 0.000 0.000 0.000 0.000 0.000 6.618 12.726 6.270 6.455 0.000 6.455 1.960 6.408 0.000 0.000 0.000 0.000 0.000 6.455 11.991 5.893 6.099 0.000 6.099 1.863 6.089 0.000 0.000 0.000 0.000 0.000 6.099 11.107 5.470 5.637 0.000 5.637 1.749 5.716 0.000 0.000 0.000 0.000 0.000 5.637 10.022 4.951 5.071 0.000 5.071 1.601 5.235 0.000 0.000 0.000 0.000 0.000 5.071 8.733 4.335 4.398 0.000 4.398 1.419 4.638 0.000 0.000 0.000 0.000 0.000 4.398 7.236 3.619 3.617 0.000 3.617 1.200 3.921 0.000 0.000 0.000 0.000 0.000 3.617 5.526 2.801 2.725 0.000 2.725 0.941 3.075 0.000 0.000 0.000 0.000 0.000 2.725 3.597 1.879 1.718 0.000 1.718 0.639 2.090 0.000 0.000 0.000 0.000 0.000 1.718 1.440 0.847 0.593 0.000 0.593 0.293 0.956 0.000 0.000 0.000 0.000 0.000 0.593 0.152 0.152 0.000 0.000 0.000 0.053 0.173 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]