Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : ARCADIS Nederland BV Mobiliteit LICENSE : Unknown DATE : 15-Aug-13 TIME : 9:35:23 FILENAME : C:\Temp\DAM2\51-037_Mettray.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] 6 = 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 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=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] [SOIL] 51 berm_WL SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=17.50 SoilRestSlope=0 SoilCohesion=1.00 SoilPhi=25.00 SoilDilatancy=25.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.01 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] 35 - Number of geometry points - 1 0.000 5.000 0.000 2 10.000 5.000 0.000 3 13.000 5.200 0.000 4 15.600 6.000 0.000 5 20.600 6.800 0.000 6 28.000 9.100 0.000 7 30.000 9.400 0.000 8 32.000 9.400 0.000 9 34.400 8.600 0.000 10 36.600 8.000 0.000 11 56.000 7.600 0.000 12 70.000 7.600 0.000 13 38.000 7.600 0.000 14 21.000 5.800 0.000 15 24.200 6.800 0.000 16 28.200 8.200 0.000 17 0.000 4.400 0.000 18 10.000 4.400 0.000 19 13.000 4.600 0.000 20 15.600 5.000 0.000 21 18.800 5.000 0.000 22 34.400 6.800 0.000 23 38.000 4.800 0.000 24 70.000 4.800 0.000 25 0.000 -7.000 0.000 26 70.000 -7.000 0.000 27 0.000 8.710 0.000 28 13.000 8.710 0.000 29 27.000 8.710 0.000 30 27.667 8.133 0.000 31 33.600 7.600 0.000 32 38.000 7.500 0.000 33 70.000 7.500 0.000 34 38.000 8.390 0.000 35 70.000 7.980 0.000 [END OF POINTS] [CURVES] 35 - 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 10 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 10 13 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 11 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 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 7 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 14 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 22 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 13 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 23 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 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 29 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 28 34 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 [END OF CURVES] [BOUNDARIES] 7 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 27 1 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 18 19 25 26 2 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 18 19 20 21 22 15 23 24 13 11 3 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 18 19 20 21 22 15 16 17 7 8 9 12 13 11 4 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 14 15 16 17 7 8 9 12 13 11 5 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 12 13 11 6 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 10 11 [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 28 29 30 31 32 33 2 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 28 34 35 [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 zand dijk_WL 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 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 6 - Layer number, next line is material of layer 51 berm_WL 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 6 - Boundarynumber at top of layer 5 - Boundarynumber at bottom of layer [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 37 hoog achterland, MHW (+8.71m) [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] 3 - Forbidden lines 1 30.00 9.40 - X1 Y1 32.00 9.40 - X2 Y2 2 34.40 8.60 - X1 Y1 32.00 9.40 - X2 Y2 3 34.40 8.60 - X1 Y1 36.60 8.00 - X2 Y2 [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] 32.500 37.500 5 X-direction 10.500 15.500 5 Y-direction 7.000 5.000 5 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 29.00 31.00 = 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] 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=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] 32.50 10.50 5.50 3.71 32.50 10.50 5.00 3.49 32.50 11.75 6.75 3.89 32.50 11.75 6.25 3.66 32.50 11.75 5.75 3.49 32.50 13.00 8.00 4.13 32.50 13.00 7.50 3.92 32.50 13.00 7.00 3.75 32.50 13.00 6.50 3.69 32.50 14.25 9.25 4.44 32.50 14.25 8.75 4.18 32.50 14.25 8.25 4.04 32.50 14.25 7.75 3.97 32.50 15.50 10.50 4.75 32.50 15.50 10.00 4.45 32.50 15.50 9.50 4.31 32.50 15.50 9.00 4.25 33.75 10.50 5.50 2.53 33.75 10.50 5.00 2.32 33.75 10.50 4.50 2.28 33.75 10.50 4.00 2.38 33.75 11.75 6.75 2.70 33.75 11.75 6.25 2.50 33.75 11.75 5.75 2.31 33.75 11.75 5.25 2.20 33.75 11.75 4.75 2.35 33.75 13.00 8.00 2.93 33.75 13.00 7.50 2.70 33.75 13.00 7.00 2.54 33.75 13.00 6.50 2.41 33.75 13.00 6.00 2.34 33.75 14.25 9.25 3.15 33.75 14.25 8.75 2.93 33.75 14.25 8.25 2.77 33.75 14.25 7.75 2.63 33.75 14.25 7.25 2.60 33.75 15.50 10.50 3.40 33.75 15.50 10.00 3.17 33.75 15.50 9.50 2.99 33.75 15.50 9.00 2.88 33.75 15.50 8.50 2.86 35.00 10.50 5.50 2.28 35.00 11.75 6.75 2.22 35.00 11.75 6.25 2.10 35.00 11.75 5.75 2.09 35.00 13.00 8.00 2.39 35.00 13.00 7.50 2.19 35.00 13.00 7.00 2.05 35.00 13.00 6.50 2.07 35.00 14.25 9.25 2.58 35.00 14.25 8.75 2.39 35.00 14.25 8.25 2.21 35.00 14.25 7.75 2.09 35.00 14.25 7.25 2.18 35.00 15.50 10.50 2.76 35.00 15.50 10.00 2.57 35.00 15.50 9.50 2.39 35.00 15.50 9.00 2.27 35.00 15.50 8.50 2.24 36.25 11.75 6.75 2.31 36.25 13.00 8.00 2.20 36.25 13.00 7.50 2.17 36.25 14.25 9.25 2.29 36.25 14.25 8.75 2.13 36.25 14.25 8.25 2.12 36.25 15.50 10.50 2.44 36.25 15.50 10.00 2.26 36.25 15.50 9.50 2.12 36.25 15.50 9.00 2.17 37.50 14.25 9.25 2.37 37.50 15.50 10.50 2.32 37.50 15.50 10.00 2.31 [End of Data] [END OF ZONE RESULTS] [CircleResults] 7.000 5.000 5 5 5 35.000 13.000 7.000 2.047 32.500 10.500 5.000 3.491 32.500 11.750 5.750 3.487 32.500 13.000 6.500 3.694 32.500 14.250 7.750 3.967 32.500 15.500 9.000 4.250 33.750 10.500 4.500 2.282 33.750 11.750 5.250 2.202 33.750 13.000 6.000 2.340 33.750 14.250 7.250 2.598 33.750 15.500 8.500 2.861 35.000 10.500 5.500 2.281 35.000 11.750 5.750 2.086 35.000 13.000 7.000 2.047 35.000 14.250 7.750 2.088 35.000 15.500 8.500 2.241 36.250 10.500 0.000 9999.999 36.250 11.750 6.750 2.306 36.250 13.000 7.500 2.171 36.250 14.250 8.250 2.121 36.250 15.500 9.500 2.124 37.500 10.500 0.000 9999.999 37.500 11.750 0.000 9999.999 37.500 13.000 0.000 9999.999 37.500 14.250 9.250 2.373 37.500 15.500 10.000 2.312 [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] 2.047 33 35.000 13.000 7.000 29.081 39.830 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] 29.302 29.081 8.934 9.262 9.295 9.262 29.601 29.302 8.545 8.934 9.340 9.295 29.900 29.601 8.205 8.545 9.385 9.340 30.199 29.900 7.906 8.205 9.400 9.385 30.510 30.199 7.630 7.906 9.400 9.400 30.820 30.510 7.385 7.630 9.400 9.400 31.130 30.820 7.167 7.385 9.400 9.400 31.440 31.130 6.973 7.167 9.400 9.400 31.750 31.440 6.800 6.973 9.400 9.400 32.094 31.750 6.632 6.800 9.369 9.400 32.438 32.094 6.486 6.632 9.254 9.369 32.781 32.438 6.361 6.486 9.140 9.254 33.125 32.781 6.256 6.361 9.025 9.140 33.469 33.125 6.170 6.256 8.910 9.025 33.812 33.469 6.102 6.170 8.796 8.910 34.156 33.812 6.051 6.102 8.681 8.796 34.499 34.156 6.018 6.051 8.573 8.681 34.843 34.499 6.002 6.018 8.479 8.573 35.187 34.843 6.002 6.002 8.385 8.479 35.530 35.187 6.020 6.002 8.292 8.385 35.874 35.530 6.055 6.020 8.198 8.292 36.218 35.874 6.107 6.055 8.104 8.198 36.561 36.218 6.176 6.107 8.011 8.104 36.905 36.561 6.264 6.176 7.994 8.011 37.248 36.905 6.371 6.264 7.987 7.994 37.592 37.248 6.498 6.371 7.980 7.987 37.940 37.592 6.647 6.498 7.972 7.980 38.287 37.940 6.820 6.647 7.965 7.972 38.635 38.287 7.018 6.820 7.958 7.965 38.983 38.635 7.243 7.018 7.951 7.958 39.330 38.983 7.500 7.243 7.944 7.951 39.454 39.330 7.600 7.500 7.941 7.944 39.830 39.454 7.933 7.600 7.933 7.941 [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] 4.000 24.000 0.000 0.000 0.000 7.996 0.000 -0.000 0.735 2.577 0.000 1.000 26.500 0.000 0.000 0.000 7.973 0.000 -0.000 3.236 3.026 0.000 1.000 26.500 0.000 0.000 0.000 7.946 0.000 -0.000 5.571 2.658 0.000 1.000 26.500 0.000 0.000 0.000 7.919 0.000 -0.000 7.605 2.402 0.000 1.000 26.500 0.000 0.000 0.000 7.892 0.000 -0.000 9.615 2.292 0.000 1.000 26.500 0.000 0.000 0.000 7.864 0.000 -0.000 11.227 2.138 0.000 1.000 26.500 0.000 0.000 0.000 7.836 0.000 -0.000 12.660 2.017 0.000 1.000 26.500 0.000 0.000 0.000 7.808 0.000 -0.000 13.936 1.920 0.000 1.000 26.500 0.000 0.000 0.000 7.780 0.000 -0.000 15.070 1.842 0.000 0.000 26.000 0.000 0.000 0.000 7.751 -0.000 -0.000 17.821 1.966 0.000 0.000 26.000 0.000 0.000 0.000 7.720 -0.000 -0.000 18.248 1.902 0.000 0.000 26.000 0.000 0.000 0.000 7.689 -0.000 -0.000 18.366 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.658 -0.000 -0.000 18.352 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.627 -0.000 -0.000 18.214 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.599 -0.000 -0.000 17.957 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.591 -0.000 -0.000 17.592 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.583 -0.000 -0.000 17.115 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.576 -0.000 -0.000 16.607 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.568 -0.000 -0.000 16.011 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.560 -0.000 -0.000 15.306 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.552 -0.000 -0.000 14.491 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.544 -0.000 -0.000 13.565 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.537 -0.000 -0.000 12.527 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.529 -0.000 -0.000 11.567 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.521 -0.000 -0.000 10.796 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.513 -0.000 -0.000 9.899 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.505 -0.000 -0.000 8.930 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.500 -0.000 -0.000 7.717 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.500 -0.000 -0.000 6.464 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.500 -0.000 -0.000 5.038 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.500 -0.000 -0.000 3.420 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.500 -0.000 -0.000 0.817 0.000 0.000 1.000 25.000 0.000 0.000 0.000 7.500 -0.000 -0.000 1.090 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] 15.043 15.043 0.000 0.000 0.000 3.949 9.165 0.000 0.000 0.000 0.000 0.000 0.000 20.926 20.926 0.000 0.000 0.000 4.241 15.402 0.000 0.000 0.000 0.000 0.000 0.000 27.499 27.499 0.000 0.000 0.000 5.632 21.107 0.000 0.000 0.000 0.000 0.000 0.000 33.443 33.443 0.000 0.000 0.000 6.944 26.492 0.000 0.000 0.000 0.000 0.000 0.000 38.386 36.942 1.214 0.000 1.444 7.802 30.015 0.000 0.000 0.000 0.000 0.000 1.444 43.084 38.898 3.493 0.000 4.187 8.359 32.300 0.000 0.000 0.000 0.000 0.000 4.187 47.315 40.680 5.490 0.000 6.634 8.879 34.436 0.000 0.000 0.000 0.000 0.000 6.634 51.115 42.295 7.240 0.000 8.820 9.365 36.429 0.000 0.000 0.000 0.000 0.000 8.820 54.518 43.749 8.767 0.000 10.768 9.817 38.282 0.000 0.000 0.000 0.000 0.000 10.768 57.583 45.004 10.152 0.000 12.579 9.606 40.299 0.000 0.000 0.000 0.000 0.000 12.579 58.638 44.392 11.390 0.000 14.246 9.609 40.313 0.000 0.000 0.000 0.000 0.000 14.246 53.448 37.772 12.416 0.000 15.676 8.285 34.760 0.000 0.000 0.000 0.000 0.000 15.676 53.408 36.528 13.241 0.000 16.879 8.115 34.046 0.000 0.000 0.000 0.000 0.000 16.879 53.005 35.142 13.877 0.000 17.863 7.904 33.158 0.000 0.000 0.000 0.000 0.000 17.863 52.256 33.610 14.357 0.000 18.647 7.650 32.094 0.000 0.000 0.000 0.000 0.000 18.647 51.196 31.859 14.862 0.000 19.337 7.337 30.783 0.000 0.000 0.000 0.000 0.000 19.337 49.808 30.002 15.195 0.000 19.806 6.990 29.327 0.000 0.000 0.000 0.000 0.000 19.806 48.330 28.272 15.361 0.000 20.058 6.664 27.958 0.000 0.000 0.000 0.000 0.000 20.058 46.595 26.501 15.360 0.000 20.093 6.320 26.515 0.000 0.000 0.000 0.000 0.000 20.093 44.542 24.631 15.193 0.000 19.912 5.944 24.935 0.000 0.000 0.000 0.000 0.000 19.912 42.171 22.660 14.860 0.000 19.511 5.534 23.218 0.000 0.000 0.000 0.000 0.000 19.511 39.477 20.589 14.359 0.000 18.888 5.091 21.359 0.000 0.000 0.000 0.000 0.000 18.888 36.455 18.419 13.686 0.000 18.037 4.613 19.353 0.000 0.000 0.000 0.000 0.000 18.037 33.662 16.712 12.837 0.000 16.950 4.242 17.796 0.000 0.000 0.000 0.000 0.000 16.950 31.417 15.799 11.806 0.000 15.617 4.067 17.063 0.000 0.000 0.000 0.000 0.000 15.617 28.807 14.779 10.584 0.000 14.028 3.862 16.202 0.000 0.000 0.000 0.000 0.000 14.028 25.690 13.536 9.152 0.000 12.153 3.595 15.083 0.000 0.000 0.000 0.000 0.000 12.153 22.199 12.206 7.519 0.000 9.994 3.300 13.845 0.000 0.000 0.000 0.000 0.000 9.994 18.594 11.026 5.702 0.000 7.569 3.041 12.756 0.000 0.000 0.000 0.000 0.000 7.569 14.492 9.687 3.625 0.000 4.806 2.731 11.459 0.000 0.000 0.000 0.000 0.000 4.806 9.837 8.170 1.259 0.000 1.667 2.363 9.915 0.000 0.000 0.000 0.000 0.000 1.667 6.581 6.581 0.000 0.000 0.000 1.932 8.107 0.000 0.000 0.000 0.000 0.000 0.000 2.900 2.900 0.000 0.000 0.000 1.405 4.021 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]