Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : ARCADIS Nederland BV Mobiliteit LICENSE : Unknown DATE : 15-Aug-13 TIME : 9:35:24 FILENAME : C:\Temp\DAM2\51-096+40_Dommerbeek-Epse_SeepW.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=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] 51 zand deklaag 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=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] 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=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] 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=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] 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=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] 37 - Number of geometry points - 1 0.000 6.200 0.000 2 21.000 6.200 0.000 3 28.000 8.900 0.000 4 28.600 9.100 0.000 5 30.000 9.200 0.000 6 32.000 9.100 0.000 7 36.200 7.500 0.000 8 39.600 6.600 0.000 9 63.400 6.550 0.000 10 70.000 6.550 0.000 11 21.600 5.400 0.000 12 23.100 6.000 0.000 13 28.400 8.000 0.000 14 32.200 8.600 0.000 15 36.400 7.000 0.000 16 39.600 6.000 0.000 17 63.400 6.000 0.000 18 70.000 6.000 0.000 19 0.000 4.500 0.000 20 70.000 4.500 0.000 21 0.000 -4.000 0.000 22 70.000 -4.000 0.000 23 0.000 8.500 0.000 24 27.200 8.500 0.000 25 28.200 8.000 0.000 26 35.000 7.600 0.000 27 36.200 7.200 0.000 28 39.600 6.530 0.000 29 70.000 6.530 0.000 30 12.200 8.400 0.000 31 21.500 8.200 0.000 32 25.700 8.000 0.000 33 31.000 7.800 0.000 34 36.400 7.600 0.000 35 42.000 7.400 0.000 36 50.000 7.200 0.000 37 70.000 7.000 0.000 [END OF POINTS] [CURVES] 37 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 11 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 4 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 14 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 8 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 16 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 9 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 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 23 24 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 30 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 [END OF CURVES] [BOUNDARIES] 7 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 23 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 22 2 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 1 10 11 18 19 21 3 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 1 10 11 18 19 20 9 4 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 1 10 11 18 17 8 9 5 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 1 10 11 12 13 4 5 14 15 16 17 8 9 6 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 [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 24 25 26 27 28 29 2 - PlLine number 8 - number of curves on PlLine, next line(s) are curvenumbers 30 31 32 33 34 35 36 37 [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 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 zand deklaag 99 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 2 - Boundarynumber at top of layer 1 - Boundarynumber at bottom of layer 3 - Layer number, next line is material of layer 51 klei deklaag 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer 51 klei deklaag 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 4 - Boundarynumber at top of layer 3 - Boundarynumber at bottom of layer 5 - Layer number, next line is material of layer 51 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 51 kleibekleding 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] DIJKRING 51: GORSSEL DERDE TOETSINGSRONDE Controle oude berekening, DP 96.40, HW (+8,50m) WATERSPANNING OP BASIS VAN SEEPW BEREKENING 2003 [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] 100 100 100 100 100 100 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] 35.500 40.500 5 X-direction 10.500 15.500 5 Y-direction 6.000 3.000 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 28.75 31.25 = 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] 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 0.00 = 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 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 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=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] 35.50 10.50 7.50 2.02 35.50 10.50 7.00 1.82 35.50 10.50 6.50 1.69 35.50 10.50 6.00 1.54 35.50 10.50 5.50 1.56 35.50 10.50 5.00 1.64 35.50 10.50 4.50 1.84 35.50 11.75 8.75 2.08 35.50 11.75 8.25 1.88 35.50 11.75 7.75 1.68 35.50 11.75 7.25 1.46 35.50 11.75 6.75 1.45 35.50 11.75 6.25 1.49 35.50 11.75 5.75 1.61 35.50 13.00 10.00 2.19 35.50 13.00 9.50 1.96 35.50 13.00 9.00 1.77 35.50 13.00 8.50 1.54 35.50 13.00 8.00 1.47 35.50 13.00 7.50 1.45 35.50 13.00 7.00 1.55 35.50 14.25 11.25 2.30 35.50 14.25 10.75 2.07 35.50 14.25 10.25 1.87 35.50 14.25 9.75 1.62 35.50 14.25 9.25 1.57 35.50 14.25 8.75 1.51 35.50 14.25 8.25 1.55 35.50 15.50 12.50 2.42 35.50 15.50 12.00 2.18 35.50 15.50 11.50 1.97 35.50 15.50 11.00 1.71 35.50 15.50 10.50 1.66 35.50 15.50 10.00 1.61 35.50 15.50 9.50 1.63 36.75 10.50 7.50 1.89 36.75 10.50 7.00 1.75 36.75 10.50 6.50 1.64 36.75 10.50 6.00 1.50 36.75 10.50 5.50 1.46 36.75 10.50 5.00 1.49 36.75 10.50 4.50 1.69 36.75 11.75 8.75 1.85 36.75 11.75 8.25 1.66 36.75 11.75 7.75 1.53 36.75 11.75 7.25 1.37 36.75 11.75 6.75 1.40 36.75 11.75 6.25 1.49 36.75 11.75 5.75 1.56 36.75 13.00 10.00 1.93 36.75 13.00 9.50 1.72 36.75 13.00 9.00 1.52 36.75 13.00 8.50 1.34 36.75 13.00 8.00 1.35 36.75 13.00 7.50 1.41 36.75 13.00 7.00 1.55 36.75 14.25 11.25 2.03 36.75 14.25 10.75 1.81 36.75 14.25 10.25 1.60 36.75 14.25 9.75 1.38 36.75 14.25 9.25 1.35 36.75 14.25 8.75 1.39 36.75 14.25 8.25 1.49 36.75 15.50 12.50 2.13 36.75 15.50 12.00 1.90 36.75 15.50 11.50 1.69 36.75 15.50 11.00 1.46 36.75 15.50 10.50 1.40 36.75 15.50 10.00 1.40 36.75 15.50 9.50 1.50 38.00 10.50 7.50 2.05 38.00 10.50 7.00 1.94 38.00 10.50 6.50 1.67 38.00 10.50 6.00 1.46 38.00 10.50 5.50 1.47 38.00 10.50 5.00 1.58 38.00 10.50 4.50 1.95 38.00 11.75 8.75 1.87 38.00 11.75 8.25 1.74 38.00 11.75 7.75 1.61 38.00 11.75 7.25 1.45 38.00 11.75 6.75 1.39 38.00 11.75 6.25 1.50 38.00 11.75 5.75 1.83 38.00 13.00 10.00 1.81 38.00 13.00 9.50 1.66 38.00 13.00 9.00 1.52 38.00 13.00 8.50 1.37 38.00 13.00 8.00 1.40 38.00 13.00 7.50 1.43 38.00 13.00 7.00 1.75 38.00 14.25 11.25 1.88 38.00 14.25 10.75 1.67 38.00 14.25 10.25 1.50 38.00 14.25 9.75 1.34 38.00 14.25 9.25 1.34 38.00 14.25 8.75 1.44 38.00 14.25 8.25 1.67 38.00 15.50 12.50 1.97 38.00 15.50 12.00 1.74 38.00 15.50 11.50 1.53 38.00 15.50 11.00 1.34 38.00 15.50 10.50 1.34 38.00 15.50 10.00 1.40 38.00 15.50 9.50 1.66 39.25 10.50 7.50 2.30 39.25 10.50 7.00 2.11 39.25 10.50 6.50 1.90 39.25 10.50 6.00 1.68 39.25 10.50 5.50 1.75 39.25 10.50 5.00 2.01 39.25 10.50 4.50 3.27 39.25 11.75 8.75 2.17 39.25 11.75 8.25 1.94 39.25 11.75 7.75 1.75 39.25 11.75 7.25 1.56 39.25 11.75 6.75 1.62 39.25 11.75 6.25 1.82 39.25 11.75 5.75 2.91 39.25 13.00 10.00 1.98 39.25 13.00 9.50 1.85 39.25 13.00 9.00 1.71 39.25 13.00 8.50 1.48 39.25 13.00 8.00 1.53 39.25 13.00 7.50 1.71 39.25 13.00 7.00 2.60 39.25 14.25 11.25 1.90 39.25 14.25 10.75 1.75 39.25 14.25 10.25 1.62 39.25 14.25 9.75 1.47 39.25 14.25 9.25 1.46 39.25 14.25 8.75 1.63 39.25 14.25 8.25 2.38 39.25 15.50 12.50 1.90 39.25 15.50 12.00 1.72 39.25 15.50 11.50 1.57 39.25 15.50 11.00 1.42 39.25 15.50 10.50 1.45 39.25 15.50 10.00 1.54 39.25 15.50 9.50 2.21 40.50 10.50 7.50 2.89 40.50 10.50 7.00 2.71 40.50 10.50 6.50 2.53 40.50 10.50 6.00 2.37 40.50 10.50 5.50 2.69 40.50 10.50 5.00 3.45 40.50 10.50 4.50 10.35 40.50 11.75 8.75 2.55 40.50 11.75 8.25 2.38 40.50 11.75 7.75 2.21 40.50 11.75 7.25 2.05 40.50 11.75 6.75 2.31 40.50 11.75 6.25 2.99 40.50 11.75 5.75 8.25 40.50 13.00 10.00 2.34 40.50 13.00 9.50 2.16 40.50 13.00 9.00 2.02 40.50 13.00 8.50 1.86 40.50 13.00 8.00 2.05 40.50 13.00 7.50 2.61 40.50 13.00 7.00 6.39 40.50 14.25 11.25 2.19 40.50 14.25 10.75 2.07 40.50 14.25 10.25 1.87 40.50 14.25 9.75 1.73 40.50 14.25 9.25 1.88 40.50 14.25 8.75 2.31 40.50 14.25 8.25 5.32 40.50 15.50 12.50 2.07 40.50 15.50 12.00 1.94 40.50 15.50 11.50 1.81 40.50 15.50 11.00 1.63 40.50 15.50 10.50 1.76 40.50 15.50 10.00 2.10 40.50 15.50 9.50 4.42 [End of Data] [END OF ZONE RESULTS] [CircleResults] 6.000 3.000 7 5 5 38.000 14.250 9.750 1.339 35.500 10.500 6.000 1.535 35.500 11.750 6.750 1.453 35.500 13.000 7.500 1.450 35.500 14.250 8.750 1.509 35.500 15.500 10.000 1.609 36.750 10.500 5.500 1.464 36.750 11.750 7.250 1.375 36.750 13.000 8.500 1.343 36.750 14.250 9.250 1.346 36.750 15.500 10.500 1.403 38.000 10.500 6.000 1.463 38.000 11.750 6.750 1.389 38.000 13.000 8.500 1.365 38.000 14.250 9.750 1.339 38.000 15.500 11.000 1.340 39.250 10.500 6.000 1.679 39.250 11.750 7.250 1.564 39.250 13.000 8.500 1.476 39.250 14.250 9.250 1.462 39.250 15.500 11.000 1.416 40.500 10.500 6.000 2.370 40.500 11.750 7.250 2.055 40.500 13.000 8.500 1.861 40.500 14.250 9.750 1.733 40.500 15.500 11.000 1.628 [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] 1.339 35 38.000 14.250 9.750 29.674 44.033 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] 29.996 29.674 8.683 9.177 9.200 9.177 30.317 29.996 8.247 8.683 9.184 9.200 30.639 30.317 7.857 8.247 9.168 9.184 31.072 30.639 7.390 7.857 9.146 9.168 31.505 31.072 6.978 7.390 9.125 9.146 31.938 31.505 6.614 6.978 9.103 9.125 32.371 31.938 6.289 6.614 8.959 9.103 32.804 32.371 6.000 6.289 8.794 8.959 33.202 32.804 5.762 6.000 8.642 8.794 33.600 33.202 5.550 5.762 8.491 8.642 33.997 33.600 5.359 5.550 8.339 8.491 34.395 33.997 5.191 5.359 8.188 8.339 34.793 34.395 5.043 5.191 8.036 8.188 35.251 34.793 4.896 5.043 7.861 8.036 35.709 35.251 4.773 4.896 7.687 7.861 36.167 35.709 4.674 4.773 7.512 7.687 36.626 36.167 4.597 4.674 7.387 7.512 37.084 36.626 4.543 4.597 7.266 7.387 37.542 37.084 4.511 4.543 7.145 7.266 38.000 37.542 4.500 4.511 7.024 7.145 38.400 38.000 4.508 4.500 6.918 7.024 38.800 38.400 4.533 4.508 6.812 6.918 39.200 38.800 4.574 4.533 6.706 6.812 39.600 39.200 4.632 4.574 6.600 6.706 40.050 39.600 4.718 4.632 6.599 6.600 40.499 40.050 4.826 4.718 6.598 6.599 40.949 40.499 4.957 4.826 6.597 6.598 41.398 40.949 5.111 4.957 6.596 6.597 41.848 41.398 5.291 5.111 6.595 6.596 42.297 41.848 5.498 5.291 6.594 6.595 42.747 42.297 5.733 5.498 6.593 6.594 43.196 42.747 6.000 5.733 6.592 6.593 43.576 43.196 6.252 6.000 6.592 6.592 43.955 43.576 6.530 6.252 6.591 6.592 44.033 43.955 6.591 6.530 6.591 6.591 [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 7.904 0.000 -0.000 1.571 3.887 0.000 1.000 26.500 0.000 0.000 0.000 7.885 -0.000 -0.000 4.421 3.326 0.000 1.000 26.500 0.000 0.000 0.000 7.866 -0.000 -0.000 6.836 2.948 0.000 1.000 26.500 0.000 0.000 0.000 7.844 -0.000 -0.000 12.669 3.550 0.000 1.000 26.500 0.000 0.000 0.000 7.818 -0.000 -0.000 16.300 3.204 0.000 1.000 26.500 0.000 0.000 0.000 7.793 -0.000 -0.000 19.486 2.950 0.000 1.000 26.500 0.000 0.000 0.000 7.767 -0.000 -0.000 21.821 2.755 0.000 1.000 26.500 0.000 0.000 0.000 7.742 -0.000 -0.000 23.111 2.603 0.000 0.000 26.000 0.000 0.000 0.000 7.717 -0.000 -0.000 22.077 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.694 -0.000 -0.000 22.611 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.671 -0.000 -0.000 22.967 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.647 -0.000 -0.000 23.158 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.624 -0.000 -0.000 23.193 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.593 -0.000 -0.000 26.530 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.440 -0.000 -0.000 26.089 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.287 -0.000 -0.000 25.442 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.161 -0.000 -0.000 24.795 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.071 -0.000 -0.000 24.237 0.000 0.000 0.000 26.000 0.000 0.000 0.000 6.981 -0.000 -0.000 23.489 0.000 0.000 0.000 26.000 0.000 0.000 0.000 6.890 -0.000 -0.000 22.554 0.000 0.000 0.000 26.000 0.000 0.000 0.000 6.806 -0.000 -0.000 18.785 0.000 0.000 0.000 26.000 0.000 0.000 0.000 6.727 -0.000 -0.000 17.807 0.000 0.000 0.000 26.000 0.000 0.000 0.000 6.648 -0.000 -0.000 16.705 0.000 0.000 0.000 26.000 0.000 0.000 0.000 6.569 -0.000 -0.000 15.477 0.000 0.000 0.000 26.000 0.000 0.000 0.000 6.530 -0.000 -0.000 16.241 0.000 0.000 0.000 26.000 0.000 0.000 0.000 6.530 -0.000 -0.000 15.416 0.000 0.000 0.000 26.000 0.000 0.000 0.000 6.530 -0.000 -0.000 14.400 0.000 0.000 0.000 26.000 0.000 0.000 0.000 6.530 -0.000 -0.000 13.186 0.000 0.000 0.000 26.000 0.000 0.000 0.000 6.530 -0.000 -0.000 11.764 0.000 0.000 0.000 26.000 0.000 0.000 0.000 6.530 -0.000 -0.000 10.123 0.000 0.000 0.000 26.000 0.000 0.000 0.000 6.530 -0.000 -0.000 8.247 0.000 0.000 0.000 26.000 0.000 0.000 0.000 6.530 -0.000 -0.000 6.119 0.000 0.000 5.500 23.000 0.000 0.000 0.000 6.530 -0.000 -0.000 3.307 0.000 0.000 5.500 23.000 0.000 0.000 0.000 6.530 -0.000 -0.000 1.401 0.000 0.000 5.500 23.000 0.000 0.000 0.000 6.530 -0.000 -0.000 0.041 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] 16.967 16.967 0.000 0.000 0.000 4.497 10.064 0.000 0.000 0.000 0.000 0.000 0.000 24.085 24.085 0.000 0.000 0.000 6.459 15.328 0.000 0.000 0.000 0.000 0.000 0.000 30.416 30.416 0.000 0.000 0.000 8.319 20.320 0.000 0.000 0.000 0.000 0.000 0.000 37.458 35.293 2.165 0.000 2.165 9.915 24.603 0.000 0.000 0.000 0.000 0.000 2.165 45.044 38.822 6.222 0.000 6.222 11.236 28.149 0.000 0.000 0.000 0.000 0.000 6.222 51.816 42.037 9.779 0.000 9.779 12.491 31.516 0.000 0.000 0.000 0.000 0.000 9.779 56.759 43.849 12.910 0.000 12.910 13.356 33.838 0.000 0.000 0.000 0.000 0.000 12.910 59.387 43.717 15.670 0.000 15.670 13.643 34.607 0.000 0.000 0.000 0.000 0.000 15.670 55.495 37.474 18.014 0.000 18.020 11.218 30.776 0.000 0.000 0.000 0.000 0.000 18.020 56.837 36.805 19.994 0.000 20.032 11.226 30.797 0.000 0.000 0.000 0.000 0.000 20.032 57.732 35.900 21.741 0.000 21.832 11.145 30.576 0.000 0.000 0.000 0.000 0.000 21.832 58.211 34.778 23.270 0.000 23.433 10.981 30.124 0.000 0.000 0.000 0.000 0.000 23.433 58.298 33.454 24.595 0.000 24.844 10.735 29.451 0.000 0.000 0.000 0.000 0.000 24.844 57.908 31.776 25.738 0.000 26.131 10.370 28.449 0.000 0.000 0.000 0.000 0.000 26.131 56.945 29.903 25.562 0.000 27.042 9.931 27.245 0.000 0.000 0.000 0.000 0.000 27.042 55.532 27.626 25.152 0.000 27.906 9.334 25.606 0.000 0.000 0.000 0.000 0.000 27.906 54.121 25.428 24.777 0.000 28.693 8.738 23.971 0.000 0.000 0.000 0.000 0.000 28.693 52.903 23.576 24.532 0.000 29.327 8.238 22.601 0.000 0.000 0.000 0.000 0.000 29.327 51.270 21.547 24.071 0.000 29.723 7.657 21.006 0.000 0.000 0.000 0.000 0.000 29.723 49.230 19.375 23.397 0.000 29.855 7.003 19.211 0.000 0.000 0.000 0.000 0.000 29.855 46.963 17.242 22.580 0.000 29.721 6.332 17.372 0.000 0.000 0.000 0.000 0.000 29.721 44.518 15.186 21.646 0.000 29.332 5.663 15.535 0.000 0.000 0.000 0.000 0.000 29.332 41.763 13.088 20.549 0.000 28.675 4.957 13.599 0.000 0.000 0.000 0.000 0.000 28.675 38.694 10.969 19.289 0.000 27.725 4.222 11.581 0.000 0.000 0.000 0.000 0.000 27.725 36.130 9.437 18.197 0.000 26.693 3.697 10.141 0.000 0.000 0.000 0.000 0.000 26.693 34.294 9.130 17.248 0.000 25.164 3.647 10.005 0.000 0.000 0.000 0.000 0.000 25.164 32.034 8.705 16.077 0.000 23.329 3.550 9.739 0.000 0.000 0.000 0.000 0.000 23.329 29.333 8.153 14.677 0.000 21.180 3.399 9.323 0.000 0.000 0.000 0.000 0.000 21.180 26.170 7.463 13.035 0.000 18.707 3.185 8.738 0.000 0.000 0.000 0.000 0.000 18.707 22.519 6.618 11.138 0.000 15.901 2.898 7.950 0.000 0.000 0.000 0.000 0.000 15.901 18.346 5.591 8.969 0.000 12.755 2.519 6.910 0.000 0.000 0.000 0.000 0.000 12.755 13.611 4.394 6.507 0.000 9.218 2.043 5.605 0.000 0.000 0.000 0.000 0.000 9.218 8.713 3.116 3.965 0.000 5.597 6.457 7.397 0.000 0.000 0.000 0.000 0.000 5.597 3.691 1.769 1.366 0.000 1.921 6.085 6.223 0.000 0.000 0.000 0.000 0.000 1.921 0.526 0.526 0.000 0.000 0.000 5.571 4.604 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]