Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 14/08/2019 TIME : 09:04:15 FILENAME : C:\repos\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\Basissom\Databronbestand15.Calc\Stability\UpliftVan\Loc(Test1)_Sce(1)_Pro(segment1_Test1)_Ite(0).std CREATED BY : D-Geo Stability version 15.1.2.902 ========================== BEGINNING OF DATA ========================== [Input Data] [VERSION] Soil=1001 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1004 [END OF VERSION] [SOIL COLLECTION] 6 = number of items [SOIL] dijksmateriaal_klei SoilColor=536870911 SoilSoilType=3 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=17.00 SoilRestSlope=0 SoilCohesion=1.50 SoilPhi=21.66 SoilDilatancy=0.00 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=0.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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=0.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] klei1 SoilColor=536870911 SoilSoilType=3 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=18.00 SoilRestSlope=0 SoilCohesion=5.00 SoilPhi=21.80 SoilDilatancy=0.00 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=0.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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=0.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] klei2 SoilColor=536870911 SoilSoilType=3 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.00 SoilGamWet=16.00 SoilRestSlope=0 SoilCohesion=5.00 SoilPhi=24.10 SoilDilatancy=0.00 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=0.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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=0.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] veen2 SoilColor=536870911 SoilSoilType=4 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.50 SoilGamWet=11.50 SoilRestSlope=0 SoilCohesion=1.10 SoilPhi=24.60 SoilDilatancy=0.00 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=0.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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=0.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] pleistoceen SoilColor=16777215 SoilSoilType=1 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=30.00 SoilDilatancy=0.00 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=0.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=1 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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=0.0000001 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] ophoogmateriaaldijk SoilColor=536870911 SoilSoilType=3 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=17.00 SoilRestSlope=0 SoilCohesion=2.68 SoilPhi=21.66 SoilDilatancy=0.00 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=0.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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=0.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 38 - Number of geometry points - 1 0.000 -1.500 0.000 2 5.000 -1.500 0.000 3 12.000 -0.400 0.000 4 14.200 0.100 0.000 5 15.000 0.400 0.000 6 17.800 1.400 0.000 7 24.700 3.000 0.000 8 27.200 3.000 0.000 9 27.700 3.000 0.000 10 37.000 -2.100 0.000 11 65.000 -2.100 0.000 12 75.000 -2.100 0.000 13 105.000 -2.100 0.000 14 0.000 -26.000 0.000 15 105.000 -26.000 0.000 16 0.000 -2.100 0.000 17 0.000 -4.000 0.000 18 105.000 -4.000 0.000 19 0.000 -5.000 0.000 20 105.000 -5.000 0.000 21 0.000 -5.500 0.000 22 105.000 -5.500 0.000 23 0.000 -6.000 0.000 24 105.000 -6.000 0.000 25 0.000 1.500 0.000 26 18.231 1.500 0.000 27 24.700 1.100 0.000 28 27.700 1.000 0.000 29 37.000 -2.300 0.000 30 65.000 -2.300 0.000 31 75.000 -2.300 0.000 32 105.000 -2.300 0.000 33 0.000 -1.400 0.000 34 105.000 -1.400 0.000 35 0.000 -1.400 0.000 36 105.000 -1.400 0.000 37 0.000 -26.000 0.000 38 105.000 -26.000 0.000 [END OF POINTS] [CURVES] 28 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 10 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 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 1 2 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 [END OF CURVES] [BOUNDARIES] 7 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 1 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 6 2 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 5 3 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 4 4 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 3 5 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 2 16 17 18 6 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 7 8 9 10 11 12 13 14 15 16 17 18 [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] 4 - Number of piezometric level lines - 1 - PlLine number 7 - number of curves on PlLine, next line(s) are curvenumbers 19 20 21 22 23 24 25 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 26 3 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 27 4 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 28 [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 pleistoceen 3 - Piezometric level line at top of layer 3 - 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 veen2 99 - Piezometric level line at top of layer 3 - 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 klei2 2 - 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 klei2 99 - 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 klei1 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 dijksmateriaal_klei 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] [MODEL] 4 : Uplift Van 1 : C phi 0 : Probabilistic off 1 : Mean 0 : Geotextiles off 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 0 0 0 0 0 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] 0.000 0.000 1 X-direction 0.000 0.000 1 Y-direction 0.000 0.000 0 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 Verkeersbelasting 13.00 = magnitude 24.70 27.20 = xstart and xend 0.00 = distribution angle 2 = temporary load [TREE ON SLOPE] 0.00 = WindForce 0.00 = XCoordinate 0.00 = YCoordinate 10.00 = width of root zone 0.0 = AngleOfDistribution [END OF TREE ON SLOPE] [EARTH QUAKE] 0.000 = horizontal acceleration 0.000 = vertical acceleration 0.000 = free water moment factor [SIGMA-TAU CURVES] 0 = number of items [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MINIMAL REQUIRED CIRCLE DEPTH] 2.00 [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] 26.200 28.200 2 X-direction Left 3.000 5.000 2 Y-direction Left 37.000 39.000 2 X-direction Right 3.000 5.000 2 Y-direction Right -6.500 3.000 20 Y-direction tangent lines 0 Automatic grid calculation (1) [MULTIPLE LIFT TANGENTS] 20 Number of tangentlines -6.500 -6.000 -5.500 -5.000 -4.500 -4.000 -3.500 -3.000 -2.500 -2.000 -1.500 -1.000 -0.500 0.000 0.500 1.000 1.500 2.000 2.500 3.000 [EXTERNAL WATER LEVELS] 0 = No water data used 0.00 = Design level 0.30 = Decimate height 1 norm = 1/10000 1 = number of items Water data (1) 1 = Phreatic line 0.00 = Level Piezo lines 6 - Number of layers 3 3 = Pl-top and pl-bottom 99 3 = Pl-top and pl-bottom 2 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom [MODEL FACTOR] 1.00 = Limit value stability factor 0.08 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 100.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [WATER PRESSURE ON HORIZONTAL BAR] 0 Use water pressure on horizontal bar [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 = Width top rest profile [m] 0.00 = X co-ordinate indicating start of zone [m] 104.99 = Boundary of M.H.W influence at X [m] 2.99 = Boundary of M.H.W influence at Y [m] 0.00 = Required safety in zone 1a 0.00 = Required safety in zone 1b 0.00 = Required safety in zone 2a 0.00 = Required safety in zone 2b 0.01 = Left side minimum road [m] 0.01 = 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=50 GenerationCount=50 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=50 GenerationCount=50 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] 26.200 5.000 11.500 3.939 26.200 5.000 11.000 3.414 26.200 5.000 10.500 3.610 26.200 5.000 10.000 3.878 26.200 5.000 9.500 3.807 26.200 5.000 9.000 3.379 26.200 5.000 8.500 3.240 26.200 5.000 8.000 3.114 26.200 5.000 7.500 2.999 28.200 3.000 9.500 2.839 28.200 3.000 9.000 2.435 28.200 3.000 8.500 2.509 28.200 3.000 8.000 2.604 28.200 3.000 7.500 2.501 28.200 3.000 7.000 2.215 28.200 3.000 6.500 2.094 28.200 3.000 6.000 1.974 28.200 3.000 5.500 1.851 28.200 5.000 11.500 3.065 28.200 5.000 11.000 2.638 28.200 5.000 10.500 2.724 28.200 5.000 10.000 2.829 28.200 5.000 9.500 2.720 28.200 5.000 9.000 2.414 28.200 5.000 8.500 2.288 28.200 5.000 8.000 2.168 28.200 5.000 7.500 2.046 [End of Data] [CircleResults] -6.500 -6.500 1 2 2 2 2 28.200 3.000 5.500 37.000 3.000 5.500 1.851 26.200 3.000 9.500 37.000 3.000 9.500 9999.999 26.200 5.000 7.500 37.000 3.000 5.500 2.999 28.200 3.000 5.500 37.000 3.000 5.500 1.851 28.200 5.000 7.500 37.000 3.000 5.500 2.046 28.200 3.000 5.500 37.000 3.000 5.500 1.851 28.200 3.000 5.500 37.000 5.000 7.500 1.864 28.200 3.000 5.500 39.000 3.000 5.500 1.930 28.200 3.000 5.500 39.000 5.000 7.500 1.942 [Dumps] 1 : number of dumps in file [Dump] [Dump Header] [Column Indication] Stability factor Number of slices X-Centrepoint Y-Centrepoint Radius X-Second centre point Y-Second centre point Second Radius X coordinate left surface X coordinate right surface Dump name [End of Column Indication] [Data] 1.851 56 28.200 3.000 5.500 37.000 3.000 5.500 22.719 39.059 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] 23.001 22.719 1.205 2.541 2.606 2.541 23.284 23.001 0.533 1.205 2.672 2.606 23.567 23.284 0.035 0.533 2.737 2.672 23.851 23.567 -0.366 0.035 2.803 2.737 24.134 23.851 -0.703 -0.366 2.869 2.803 24.417 24.134 -0.992 -0.703 2.934 2.869 24.700 24.417 -1.243 -0.992 3.000 2.934 24.900 24.700 -1.400 -1.243 3.000 3.000 25.210 24.900 -1.616 -1.400 3.000 3.000 25.520 25.210 -1.803 -1.616 3.000 3.000 25.831 25.520 -1.963 -1.803 3.000 3.000 26.141 25.831 -2.100 -1.963 3.000 3.000 26.406 26.141 -2.199 -2.100 3.000 3.000 26.670 26.406 -2.283 -2.199 3.000 3.000 26.935 26.670 -2.353 -2.283 3.000 3.000 27.200 26.935 -2.408 -2.353 3.000 3.000 27.450 27.200 -2.449 -2.408 3.000 3.000 27.700 27.450 -2.477 -2.449 3.000 3.000 27.950 27.700 -2.494 -2.477 2.863 3.000 28.200 27.950 -2.500 -2.494 2.726 2.863 28.514 28.200 -2.500 -2.500 2.554 2.726 28.827 28.514 -2.500 -2.500 2.382 2.554 29.140 28.827 -2.500 -2.500 2.210 2.382 29.454 29.140 -2.500 -2.500 2.038 2.210 29.768 29.454 -2.500 -2.500 1.866 2.038 30.081 29.768 -2.500 -2.500 1.694 1.866 30.395 30.081 -2.500 -2.500 1.522 1.694 30.708 30.395 -2.500 -2.500 1.350 1.522 31.021 30.708 -2.500 -2.500 1.179 1.350 31.335 31.021 -2.500 -2.500 1.007 1.179 31.649 31.335 -2.500 -2.500 0.835 1.007 31.962 31.649 -2.500 -2.500 0.663 0.835 32.276 31.962 -2.500 -2.500 0.491 0.663 32.589 32.276 -2.500 -2.500 0.319 0.491 32.903 32.589 -2.500 -2.500 0.147 0.319 33.216 32.903 -2.500 -2.500 -0.025 0.147 33.529 33.216 -2.500 -2.500 -0.197 -0.025 33.843 33.529 -2.500 -2.500 -0.369 -0.197 34.157 33.843 -2.500 -2.500 -0.541 -0.369 34.470 34.157 -2.500 -2.500 -0.713 -0.541 34.784 34.470 -2.500 -2.500 -0.885 -0.713 35.097 34.784 -2.500 -2.500 -1.056 -0.885 35.411 35.097 -2.500 -2.500 -1.228 -1.056 35.724 35.411 -2.500 -2.500 -1.400 -1.228 35.961 35.724 -2.500 -2.500 -1.530 -1.400 36.199 35.961 -2.500 -2.500 -1.661 -1.530 36.436 36.199 -2.500 -2.500 -1.791 -1.661 36.718 36.436 -2.500 -2.500 -1.945 -1.791 37.000 36.718 -2.500 -2.500 -2.100 -1.945 37.294 37.000 -2.492 -2.500 -2.100 -2.100 37.588 37.294 -2.468 -2.492 -2.100 -2.100 37.882 37.588 -2.429 -2.468 -2.100 -2.100 38.176 37.882 -2.373 -2.429 -2.100 -2.100 38.470 38.176 -2.300 -2.373 -2.100 -2.100 38.764 38.470 -2.209 -2.300 -2.100 -2.100 39.059 38.764 -2.100 -2.209 -2.100 -2.100 [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] 1.500 21.660 0.000 0.000 0.000 1.214 0.000 -0.000 3.357 0.000 0.000 1.500 21.660 0.000 0.000 0.000 1.196 0.000 -0.000 8.519 0.000 0.000 1.500 21.660 0.000 0.000 0.000 1.179 0.000 -0.000 11.650 0.000 0.000 1.500 21.660 0.000 0.000 0.000 1.161 0.000 -0.000 14.131 0.000 0.000 1.500 21.660 0.000 0.000 0.000 1.144 0.000 -0.000 16.225 0.000 0.000 1.500 21.660 0.000 0.000 0.000 1.126 0.000 -0.000 18.047 0.000 0.000 1.500 21.660 0.000 0.000 0.000 1.109 0.000 -0.000 19.661 0.000 0.000 1.500 21.660 0.000 0.000 0.000 1.097 0.000 -0.000 14.692 2.600 0.000 1.500 21.660 0.000 0.000 0.000 1.088 0.000 -0.000 23.775 4.033 0.000 1.500 21.660 0.000 0.000 0.000 1.078 0.000 -0.000 24.838 4.033 0.000 1.500 21.660 0.000 0.000 0.000 1.067 0.000 -0.000 25.753 4.033 0.000 1.500 21.660 0.000 0.000 0.000 1.057 0.000 -0.000 26.536 4.033 0.000 5.000 21.800 0.000 0.000 0.000 1.048 0.000 -0.000 23.193 3.442 0.000 5.000 21.800 0.000 0.000 0.000 1.039 0.000 -0.000 23.629 3.442 0.000 5.000 21.800 0.000 0.000 0.000 1.030 0.000 -0.000 23.995 3.442 0.000 5.000 21.800 0.000 0.000 0.000 1.021 0.000 -0.000 24.293 3.442 0.000 5.000 21.800 0.000 0.000 0.000 1.012 0.000 -0.000 23.153 0.000 0.000 5.000 21.800 0.000 0.000 0.000 1.004 0.000 -0.000 23.308 0.000 0.000 5.000 21.800 0.000 0.000 0.000 0.956 -0.000 -0.000 23.120 0.000 0.000 5.000 21.800 0.000 0.000 0.000 0.867 -0.000 -0.000 22.588 0.000 0.000 5.000 21.800 0.000 0.000 0.000 0.767 -0.000 -0.000 27.518 0.000 0.000 5.000 21.800 0.000 0.000 0.000 0.656 -0.000 -0.000 26.602 0.000 0.000 5.000 21.800 0.000 0.000 0.000 0.544 -0.000 -0.000 25.686 0.000 0.000 5.000 21.800 0.000 0.000 0.000 0.433 -0.000 -0.000 24.769 0.000 0.000 5.000 21.800 0.000 0.000 0.000 0.322 -0.000 -0.000 23.853 0.000 0.000 5.000 21.800 0.000 0.000 0.000 0.211 -0.000 -0.000 22.937 0.000 0.000 5.000 21.800 0.000 0.000 0.000 0.100 -0.000 -0.000 22.021 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -0.012 -0.000 -0.000 21.105 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -0.123 -0.000 -0.000 20.188 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -0.234 -0.000 -0.000 19.272 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -0.345 -0.000 -0.000 18.356 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -0.457 -0.000 -0.000 17.440 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -0.568 -0.000 -0.000 16.523 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -0.679 -0.000 -0.000 15.607 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -0.790 -0.000 -0.000 14.691 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -0.902 -0.000 -0.000 13.775 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -1.013 -0.000 -0.000 12.858 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -1.124 -0.000 -0.000 11.942 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -1.235 -0.000 -0.000 11.026 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -1.347 -0.000 -0.000 10.110 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -1.458 -0.000 -0.000 9.193 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -1.569 -0.000 -0.000 8.277 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -1.680 -0.000 -0.000 7.361 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -1.792 -0.000 -0.000 6.445 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -1.889 -0.000 -0.000 4.269 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -1.974 -0.000 -0.000 3.744 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -2.058 -0.000 -0.000 3.219 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -2.150 -0.000 -0.000 3.142 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -2.250 -0.000 -0.000 2.401 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -2.300 0.000 -0.000 2.096 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -2.300 0.000 -0.000 2.012 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -2.300 0.000 -0.000 1.845 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -2.300 0.000 -0.000 1.592 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -2.300 0.000 -0.000 1.251 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -2.300 0.000 -0.000 0.820 0.000 0.000 5.000 21.800 0.000 0.000 0.000 -2.300 0.000 -0.000 0.290 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] 11.909 11.909 0.000 0.000 0.000 1.669 4.002 0.000 10.000 0.000 0.000 0.000 0.000 30.087 26.877 3.210 0.000 3.210 4.358 16.535 0.000 10.000 0.000 0.000 0.000 3.210 41.146 32.370 8.776 0.000 8.776 5.631 22.471 0.000 10.000 0.000 0.000 0.000 8.776 49.907 36.891 13.016 0.000 13.016 6.689 27.401 0.000 10.000 0.000 0.000 0.000 13.016 57.303 40.835 16.468 0.000 16.468 7.624 31.760 0.000 10.000 0.000 0.000 0.000 16.468 63.739 44.373 19.366 0.000 19.366 8.475 35.728 0.000 10.000 0.000 0.000 0.000 19.366 69.438 47.599 21.839 0.000 21.839 9.264 39.406 0.000 10.000 0.000 0.000 0.000 21.839 86.462 49.742 23.720 0.000 23.720 9.824 42.013 0.000 10.000 0.000 0.000 13.000 36.720 89.639 51.169 25.470 0.000 25.470 10.254 44.016 0.000 10.000 0.000 0.000 13.000 38.470 93.066 52.720 27.346 0.000 27.346 10.735 46.259 0.000 10.000 0.000 0.000 13.000 40.346 96.016 54.069 28.947 0.000 28.947 11.171 48.294 0.000 10.000 0.000 0.000 13.000 41.947 98.540 55.238 30.302 0.000 30.302 11.569 50.147 0.000 10.000 0.000 0.000 13.000 43.302 100.592 56.228 31.363 0.000 31.363 13.740 51.087 0.000 10.000 0.000 0.000 13.000 44.363 102.239 57.064 32.175 0.000 32.175 14.067 52.604 0.000 10.000 0.000 0.000 13.000 45.175 103.621 57.780 32.841 0.000 32.841 14.370 54.004 0.000 10.000 0.000 0.000 13.000 45.841 104.748 58.379 33.369 0.000 33.369 14.649 55.296 0.000 10.000 0.000 0.000 13.000 46.369 92.613 58.857 33.756 0.000 33.756 14.899 56.455 0.000 10.000 0.000 0.000 0.000 33.756 93.233 59.220 34.012 0.000 34.012 15.123 57.490 0.000 10.000 0.000 0.000 0.000 34.012 92.479 58.718 33.760 0.000 33.760 15.164 57.682 0.000 10.000 0.000 0.000 0.000 33.760 90.353 57.351 33.002 0.000 33.002 15.019 57.010 0.000 10.000 0.000 0.000 0.000 33.002 87.777 55.729 32.049 0.000 32.049 14.742 55.729 0.000 10.000 0.000 0.000 0.000 32.049 84.855 53.897 30.958 0.000 30.958 14.347 53.897 0.000 10.000 0.000 0.000 0.000 30.958 81.932 52.066 29.866 0.000 29.866 13.951 52.066 0.000 10.000 0.000 0.000 0.000 29.866 79.010 50.234 28.775 0.000 28.775 13.555 50.234 0.000 10.000 0.000 0.000 0.000 28.775 76.087 48.403 27.684 0.000 27.684 13.160 48.403 0.000 10.000 0.000 0.000 0.000 27.684 73.164 46.572 26.592 0.000 26.592 12.764 46.572 0.000 10.000 0.000 0.000 0.000 26.592 70.242 44.740 25.501 0.000 25.501 12.368 44.740 0.000 10.000 0.000 0.000 0.000 25.501 67.319 42.909 24.410 0.000 24.410 11.972 42.909 0.000 10.000 0.000 0.000 0.000 24.410 64.396 41.078 23.319 0.000 23.319 11.577 41.078 0.000 10.000 0.000 0.000 0.000 23.319 61.474 39.246 22.227 0.000 22.227 11.181 39.246 0.000 10.000 0.000 0.000 0.000 22.227 58.551 37.415 21.136 0.000 21.136 10.785 37.415 0.000 10.000 0.000 0.000 0.000 21.136 55.628 35.584 20.045 0.000 20.045 10.390 35.584 0.000 10.000 0.000 0.000 0.000 20.045 52.706 33.752 18.953 0.000 18.953 9.994 33.752 0.000 10.000 0.000 0.000 0.000 18.953 49.783 31.921 17.862 0.000 17.862 9.598 31.921 0.000 10.000 0.000 0.000 0.000 17.862 46.861 30.090 16.771 0.000 16.771 9.203 30.090 0.000 10.000 0.000 0.000 0.000 16.771 43.938 28.258 15.680 0.000 15.680 8.807 28.258 0.000 10.000 0.000 0.000 0.000 15.680 41.015 26.427 14.588 0.000 14.588 8.411 26.427 0.000 10.000 0.000 0.000 0.000 14.588 38.093 24.596 13.497 0.000 13.497 8.015 24.596 0.000 10.000 0.000 0.000 0.000 13.497 35.170 22.764 12.406 0.000 12.406 7.620 22.764 0.000 10.000 0.000 0.000 0.000 12.406 32.247 20.933 11.314 0.000 11.314 7.224 20.933 0.000 10.000 0.000 0.000 0.000 11.314 29.325 19.102 10.223 0.000 10.223 6.828 19.102 0.000 10.000 0.000 0.000 0.000 10.223 26.402 17.270 9.132 0.000 9.132 6.433 17.270 0.000 10.000 0.000 0.000 0.000 9.132 23.480 15.439 8.041 0.000 8.041 6.037 15.439 0.000 10.000 0.000 0.000 0.000 8.041 20.557 13.608 6.949 0.000 6.949 5.641 13.608 0.000 10.000 0.000 0.000 0.000 6.949 17.989 11.999 5.991 0.000 5.991 5.294 11.999 0.000 10.000 0.000 0.000 0.000 5.991 15.777 10.612 5.164 0.000 5.164 4.994 10.612 0.000 10.000 0.000 0.000 0.000 5.164 13.564 9.226 4.338 0.000 4.338 4.695 9.226 0.000 10.000 0.000 0.000 0.000 4.338 11.143 7.709 3.434 0.000 3.434 4.367 7.709 0.000 10.000 0.000 0.000 0.000 3.434 8.514 6.062 2.453 0.000 2.453 4.011 6.062 0.000 10.000 0.000 0.000 0.000 2.453 7.129 5.206 1.923 0.000 1.923 3.848 5.309 0.000 10.000 0.000 0.000 0.000 1.923 6.846 5.077 1.769 0.000 1.769 3.865 5.388 0.000 10.000 0.000 0.000 0.000 1.769 6.276 4.818 1.458 0.000 1.458 3.854 5.337 0.000 10.000 0.000 0.000 0.000 1.458 5.415 4.426 0.989 0.000 0.989 3.814 5.153 0.000 10.000 0.000 0.000 0.000 0.989 4.256 3.898 0.357 0.000 0.357 3.744 4.826 0.000 10.000 0.000 0.000 0.000 0.357 2.784 2.784 0.000 0.000 0.000 3.538 3.872 0.000 10.000 0.000 0.000 0.000 0.000 0.984 0.984 0.000 0.000 0.000 3.167 2.158 0.000 10.000 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]