Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : ARCADIS Nederland BV Mobiliteit LICENSE : Unknown DATE : 15-Aug-13 TIME : 9:35:16 FILENAME : C:\Temp\DAM2\50-125+30_Letlandsestraat.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] 50 1e_WVP_WL SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.00 SoilGamWet=20.00 SoilRestSlope=1 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] 50 klei_zandig SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.70 SoilGamWet=19.00 SoilRestSlope=1 SoilCohesion=0.90 SoilPhi=22.70 SoilDilatancy=22.70 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] 50 zand_deklaag SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=19.00 SoilRestSlope=1 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] 50 ophoging_WL SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=19.00 SoilRestSlope=1 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] 50 zand_dijk_WL SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.50 SoilGamWet=20.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=28.00 SoilDilatancy=28.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.01 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] 50 kleibekleding SoilColor=6923673 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=18.50 SoilRestSlope=1 SoilCohesion=5.00 SoilPhi=20.00 SoilDilatancy=20.00 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] 44 - Number of geometry points - 1 0.000 0.000 0.000 2 70.000 0.000 0.000 3 0.000 4.000 0.000 4 30.000 4.000 0.000 5 42.600 3.600 0.000 6 70.000 3.600 0.000 7 42.600 4.200 0.000 8 70.000 4.200 0.000 9 0.000 4.600 0.000 10 10.000 4.600 0.000 11 30.000 4.800 0.000 12 33.600 5.600 0.000 13 42.600 5.800 0.000 14 70.000 5.800 0.000 15 36.200 6.200 0.000 16 42.600 7.000 0.000 17 55.800 6.700 0.000 18 56.000 6.700 0.000 19 70.000 6.700 0.000 20 55.800 7.400 0.000 21 56.000 7.400 0.000 22 70.000 7.400 0.000 23 42.800 9.000 0.000 24 44.800 9.800 0.000 25 47.600 9.600 0.000 26 54.000 7.600 0.000 27 0.000 5.600 0.000 28 24.000 5.600 0.000 29 30.000 5.400 0.000 30 36.000 6.800 0.000 31 42.600 9.600 0.000 32 0.000 9.030 0.000 33 41.600 9.030 0.000 34 42.200 8.430 0.000 35 55.800 7.300 0.000 36 70.000 7.300 0.000 37 56.100 8.000 0.000 38 70.000 8.000 0.000 39 55.800 8.630 0.000 40 70.000 8.510 0.000 41 55.800 8.300 0.000 42 30.000 8.800 0.000 43 30.000 8.650 0.000 44 47.000 9.650 0.000 [END OF POINTS] [CURVES] 43 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 37 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 7 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 11 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 15 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 20 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 18 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 23 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 20 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 24 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 42 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 39 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 43 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 41 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 44 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 25 [END OF CURVES] [BOUNDARIES] 10 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 32 1 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 6 7 8 2 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 6 9 10 3 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 11 12 13 14 15 4 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 16 17 18 13 14 15 5 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 16 17 18 13 19 20 21 22 23 6 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 16 17 18 13 19 20 24 25 26 23 7 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 16 17 18 13 19 20 24 25 27 8 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 16 17 18 13 19 28 29 42 43 30 31 25 27 9 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 16 17 33 34 35 42 43 30 31 25 27 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 10 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 10 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 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] 10 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 3 - Number of piezometric level lines - 1 - PlLine number 4 - number of curves on PlLine, next line(s) are curvenumbers 1 2 3 37 2 - PlLine number 4 - number of curves on PlLine, next line(s) are curvenumbers 40 41 4 36 3 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 38 39 5 [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] 9 - Number of layers - 1 - Layer number, next line is material of layer 50 1e_WVP_WL 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 50 klei_zandig 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 50 zand_deklaag 99 - 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 50 klei_zandig 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 50 ophoging_WL 2 - Piezometric level line at top of layer 99 - 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 50 klei_zandig 1 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 6 - Boundarynumber at top of layer 5 - Boundarynumber at bottom of layer 7 - Layer number, next line is material of layer 50 klei_zandig 1 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 7 - Boundarynumber at top of layer 6 - Boundarynumber at bottom of layer 8 - Layer number, next line is material of layer 50 zand_dijk_WL 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 8 - Boundarynumber at top of layer 7 - Boundarynumber at bottom of layer 9 - Layer number, next line is material of layer 50 kleibekleding 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 9 - Boundarynumber at top of layer 8 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] DIJKRING 50: ZUTPHEN, MHW16050 Dp 125.3, opdrijven weglichaam binnendijks [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] 9 Number of layers 9 100 8 100 100 7 100 100 100 6 100 100 100 100 5 100 100 100 100 100 4 100 100 100 100 100 100 3 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 10 100 10 100 10 10 100 10 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 [CIRCLES] 51.000 57.000 7 X-direction 12.000 18.000 7 Y-direction 7.750 4.750 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 44.50 47.00 = 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] 1.75 [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] 9 [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 9 - 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 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] 51.00 12.00 7.25 1.51 51.00 12.00 6.75 1.40 51.00 12.00 6.25 1.38 51.00 12.00 5.75 1.42 51.00 12.00 5.25 1.59 51.00 13.00 8.25 1.56 51.00 13.00 7.75 1.43 51.00 13.00 7.25 1.35 51.00 13.00 6.75 1.37 51.00 13.00 6.25 1.50 51.00 14.00 9.25 1.62 51.00 14.00 8.75 1.50 51.00 14.00 8.25 1.42 51.00 14.00 7.75 1.35 51.00 14.00 7.25 1.48 51.00 15.00 10.25 1.69 51.00 15.00 9.75 1.57 51.00 15.00 9.25 1.49 51.00 15.00 8.75 1.44 51.00 15.00 8.25 1.48 51.00 16.00 11.25 1.75 51.00 16.00 10.75 1.63 51.00 16.00 10.25 1.55 51.00 16.00 9.75 1.51 51.00 16.00 9.25 1.56 51.00 17.00 12.25 1.84 51.00 17.00 11.75 1.71 51.00 17.00 11.25 1.62 51.00 17.00 10.75 1.57 51.00 17.00 10.25 1.63 51.00 17.00 9.75 1.86 51.00 18.00 13.25 1.91 51.00 18.00 12.75 1.78 51.00 18.00 12.25 1.71 51.00 18.00 11.75 1.64 51.00 18.00 11.25 1.72 51.00 18.00 10.75 1.98 52.00 12.00 7.25 1.40 52.00 12.00 6.75 1.33 52.00 12.00 6.25 1.30 52.00 12.00 5.75 1.34 52.00 13.00 8.25 1.39 52.00 13.00 7.75 1.29 52.00 13.00 7.25 1.25 52.00 13.00 6.75 1.27 52.00 13.00 6.25 1.42 52.00 14.00 9.25 1.43 52.00 14.00 8.75 1.31 52.00 14.00 8.25 1.24 52.00 14.00 7.75 1.24 52.00 14.00 7.25 1.38 52.00 15.00 10.25 1.51 52.00 15.00 9.75 1.37 52.00 15.00 9.25 1.27 52.00 15.00 8.75 1.25 52.00 15.00 8.25 1.37 52.00 16.00 11.25 1.58 52.00 16.00 10.75 1.45 52.00 16.00 10.25 1.34 52.00 16.00 9.75 1.26 52.00 16.00 9.25 1.37 52.00 17.00 12.25 1.63 52.00 17.00 11.75 1.52 52.00 17.00 11.25 1.40 52.00 17.00 10.75 1.34 52.00 17.00 10.25 1.39 52.00 18.00 13.25 1.71 52.00 18.00 12.75 1.58 52.00 18.00 12.25 1.48 52.00 18.00 11.75 1.39 52.00 18.00 11.25 1.45 53.00 12.00 7.25 1.44 53.00 12.00 6.75 1.39 53.00 12.00 6.25 1.22 53.00 12.00 5.75 1.14 53.00 13.00 8.25 1.38 53.00 13.00 7.75 1.29 53.00 13.00 7.25 1.24 53.00 13.00 6.75 1.16 53.00 14.00 9.25 1.35 53.00 14.00 8.75 1.28 53.00 14.00 8.25 1.22 53.00 14.00 7.75 1.19 53.00 15.00 10.25 1.39 53.00 15.00 9.75 1.27 53.00 15.00 9.25 1.21 53.00 15.00 8.75 1.19 53.00 16.00 11.25 1.44 53.00 16.00 10.75 1.31 53.00 16.00 10.25 1.21 53.00 16.00 9.75 1.21 53.00 17.00 12.25 1.51 53.00 17.00 11.75 1.37 53.00 17.00 11.25 1.25 53.00 17.00 10.75 1.23 53.00 18.00 13.25 1.56 53.00 18.00 12.75 1.44 53.00 18.00 12.25 1.32 53.00 18.00 11.75 1.24 54.00 12.00 7.25 1.51 54.00 12.00 6.75 1.36 54.00 12.00 6.25 1.20 54.00 13.00 8.25 1.49 54.00 13.00 7.75 1.34 54.00 13.00 7.25 1.20 54.00 14.00 9.25 1.42 54.00 14.00 8.75 1.35 54.00 14.00 8.25 1.22 54.00 15.00 10.25 1.39 54.00 15.00 9.75 1.32 54.00 15.00 9.25 1.23 54.00 15.00 8.75 1.14 54.00 16.00 11.25 1.38 54.00 16.00 10.75 1.29 54.00 16.00 10.25 1.24 54.00 16.00 9.75 1.18 54.00 17.00 12.25 1.44 54.00 17.00 11.75 1.30 54.00 17.00 11.25 1.24 54.00 17.00 10.75 1.18 54.00 18.00 13.25 1.49 54.00 18.00 12.75 1.35 54.00 18.00 12.25 1.26 54.00 18.00 11.75 1.21 55.00 12.00 7.25 1.65 55.00 12.00 6.75 1.48 55.00 12.00 6.25 1.29 55.00 13.00 8.25 1.59 55.00 13.00 7.75 1.44 55.00 13.00 7.25 1.27 55.00 14.00 9.25 1.59 55.00 14.00 8.75 1.41 55.00 14.00 8.25 1.27 55.00 15.00 10.25 1.51 55.00 15.00 9.75 1.41 55.00 15.00 9.25 1.27 55.00 16.00 11.25 1.47 55.00 16.00 10.75 1.40 55.00 16.00 10.25 1.27 55.00 17.00 12.25 1.45 55.00 17.00 11.75 1.38 55.00 17.00 11.25 1.28 55.00 18.00 13.25 1.45 55.00 18.00 12.75 1.37 55.00 18.00 12.25 1.28 56.00 12.00 7.25 1.96 56.00 12.00 6.75 1.78 56.00 13.00 8.25 1.83 56.00 13.00 7.75 1.67 56.00 14.00 9.25 1.75 56.00 14.00 8.75 1.61 56.00 15.00 10.25 1.69 56.00 15.00 9.75 1.56 56.00 16.00 11.25 1.67 56.00 16.00 10.75 1.53 56.00 17.00 12.25 1.60 56.00 17.00 11.75 1.52 56.00 17.00 11.25 1.38 56.00 18.00 13.25 1.58 56.00 18.00 12.75 1.49 56.00 18.00 12.25 1.38 57.00 12.00 7.25 2.59 57.00 12.00 6.75 2.49 57.00 13.00 8.25 2.32 57.00 13.00 7.75 2.20 57.00 14.00 9.25 2.14 57.00 14.00 8.75 2.02 57.00 15.00 10.25 2.01 57.00 15.00 9.75 1.89 57.00 16.00 11.25 1.91 57.00 16.00 10.75 1.80 57.00 17.00 12.25 1.84 57.00 17.00 11.75 1.73 57.00 18.00 13.25 1.78 57.00 18.00 12.75 1.68 [End of Data] [END OF ZONE RESULTS] [CircleResults] 7.750 4.750 7 7 7 54.000 15.000 8.750 1.141 51.000 12.000 6.250 1.385 51.000 13.000 7.250 1.351 51.000 14.000 7.750 1.350 51.000 15.000 8.750 1.442 51.000 16.000 9.750 1.512 51.000 17.000 10.750 1.573 51.000 18.000 11.750 1.643 52.000 12.000 6.250 1.302 52.000 13.000 7.250 1.248 52.000 14.000 8.250 1.237 52.000 15.000 8.750 1.245 52.000 16.000 9.750 1.260 52.000 17.000 10.750 1.337 52.000 18.000 11.750 1.387 53.000 12.000 5.750 1.144 53.000 13.000 6.750 1.160 53.000 14.000 7.750 1.193 53.000 15.000 8.750 1.191 53.000 16.000 9.750 1.209 53.000 17.000 10.750 1.226 53.000 18.000 11.750 1.241 54.000 12.000 6.250 1.204 54.000 13.000 7.250 1.204 54.000 14.000 8.250 1.216 54.000 15.000 8.750 1.141 54.000 16.000 9.750 1.176 54.000 17.000 10.750 1.183 54.000 18.000 11.750 1.215 55.000 12.000 6.250 1.291 55.000 13.000 7.250 1.274 55.000 14.000 8.250 1.268 55.000 15.000 9.250 1.268 55.000 16.000 10.250 1.269 55.000 17.000 11.250 1.283 55.000 18.000 12.250 1.280 56.000 12.000 6.750 1.776 56.000 13.000 7.750 1.673 56.000 14.000 8.750 1.605 56.000 15.000 9.750 1.557 56.000 16.000 10.750 1.525 56.000 17.000 11.250 1.379 56.000 18.000 12.250 1.380 57.000 12.000 6.750 2.491 57.000 13.000 7.750 2.204 57.000 14.000 8.750 2.019 57.000 15.000 9.750 1.892 57.000 16.000 10.750 1.801 57.000 17.000 11.750 1.734 57.000 18.000 12.750 1.684 [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] 1.141 33 54.000 15.000 8.750 47.081 58.336 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] 47.450 47.081 9.198 9.643 9.612 9.643 47.819 47.450 8.806 9.198 9.531 9.612 48.188 47.819 8.459 8.806 9.416 9.531 48.557 48.188 8.149 8.459 9.301 9.416 48.926 48.557 7.871 8.149 9.186 9.301 49.280 48.926 7.632 7.871 9.075 9.186 49.634 49.280 7.417 7.632 8.964 9.075 49.988 49.634 7.224 7.417 8.854 8.964 50.298 49.988 7.072 7.224 8.757 8.854 50.608 50.298 6.934 7.072 8.660 8.757 50.917 50.608 6.811 6.934 8.563 8.660 51.281 50.917 6.683 6.811 8.450 8.563 51.645 51.281 6.573 6.683 8.336 8.450 52.008 51.645 6.480 6.573 8.222 8.336 52.372 52.008 6.403 6.480 8.109 8.222 52.736 52.372 6.342 6.403 7.995 8.109 53.100 52.736 6.296 6.342 7.881 7.995 53.463 53.100 6.266 6.296 7.768 7.881 53.827 53.463 6.252 6.266 7.654 7.768 54.191 53.827 6.252 6.252 7.579 7.654 54.554 54.191 6.268 6.252 7.538 7.579 54.918 54.554 6.298 6.268 7.498 7.538 55.279 54.918 6.344 6.298 7.458 7.498 55.639 55.279 6.405 6.344 7.418 7.458 56.000 55.639 6.482 6.405 7.400 7.418 56.257 56.000 6.546 6.482 7.400 7.400 56.513 56.257 6.619 6.546 7.400 7.400 56.770 56.513 6.700 6.619 7.400 7.400 57.116 56.770 6.824 6.700 7.400 7.400 57.463 57.116 6.964 6.824 7.400 7.400 57.809 57.463 7.123 6.964 7.400 7.400 58.156 57.809 7.300 7.123 7.400 7.400 58.336 58.156 7.400 7.300 7.400 7.400 [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] 0.000 28.000 0.000 0.000 0.000 8.009 -0.000 -0.000 1.492 0.000 0.000 0.000 28.000 0.000 0.000 0.000 7.978 -0.000 -0.000 4.224 0.000 0.000 0.000 28.000 0.000 0.000 0.000 7.948 -0.000 -0.000 6.053 0.000 0.000 0.000 28.000 0.000 0.000 0.000 7.917 -0.000 -0.000 7.589 0.000 0.000 0.000 28.000 0.000 0.000 0.000 7.886 -0.000 -0.000 8.874 0.000 0.000 0.000 28.000 0.000 0.000 0.000 7.856 -0.000 -0.000 9.534 0.000 0.000 0.000 28.000 0.000 0.000 0.000 7.827 -0.000 -0.000 10.372 0.000 0.000 0.000 28.000 0.000 0.000 0.000 7.798 -0.000 -0.000 11.048 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.770 -0.000 -0.000 10.082 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.744 -0.000 -0.000 10.343 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.719 -0.000 -0.000 10.519 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.691 -0.000 -0.000 12.464 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.660 -0.000 -0.000 12.471 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.630 -0.000 -0.000 12.358 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.600 -0.000 -0.000 12.131 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.570 -0.000 -0.000 11.791 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.539 -0.000 -0.000 11.343 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.509 -0.000 -0.000 10.788 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.479 -0.000 -0.000 10.127 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.449 -0.000 -0.000 9.374 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.419 -0.000 -0.000 9.023 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.388 -0.000 -0.000 8.567 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.358 -0.000 -0.000 7.936 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.328 -0.000 -0.000 7.267 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.300 -0.000 -0.000 6.509 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.300 0.000 -0.000 4.288 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.300 0.000 -0.000 3.954 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.300 0.000 -0.000 3.578 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.300 0.000 -0.000 4.156 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.300 0.000 -0.000 3.286 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.300 0.000 -0.000 2.301 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.300 0.000 -0.000 1.197 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.300 0.000 -0.000 0.159 0.000 0.000 [End of Data] [End of Strength and Loads] [Stresses] [Column Indication] TotalStress EffectiveStress HydrostaticPore AanpasPore PnLinePore ShearStress NormalStress PreLoadStress POP LoadStress SigmaAlfa WaterLoadStress TotalPore [End of Column Indication] [Data] 4.043 4.043 0.000 0.000 0.000 1.206 2.587 0.000 0.000 0.000 0.000 0.000 0.000 11.447 11.447 0.000 0.000 0.000 3.570 7.659 0.000 0.000 0.000 0.000 0.000 0.000 16.405 16.405 0.000 0.000 0.000 5.314 11.400 0.000 0.000 0.000 0.000 0.000 0.000 20.567 20.567 0.000 0.000 0.000 6.889 14.778 0.000 0.000 0.000 0.000 0.000 0.000 24.049 24.049 0.000 0.000 0.000 8.300 17.805 0.000 0.000 0.000 0.000 0.000 0.000 26.936 25.907 1.029 0.000 1.029 9.184 19.703 0.000 0.000 0.000 0.000 0.000 1.029 29.306 26.338 2.968 0.000 2.968 9.567 20.524 0.000 0.000 0.000 0.000 0.000 2.968 31.216 26.535 4.681 0.000 4.681 9.862 21.156 0.000 0.000 0.000 0.000 0.000 4.681 32.551 25.246 6.104 0.000 7.306 8.514 21.064 0.000 0.000 0.000 0.000 0.000 7.306 33.392 22.644 7.272 0.000 10.748 7.821 19.175 0.000 0.000 0.000 0.000 0.000 10.748 33.960 20.144 8.298 0.000 13.816 7.134 17.302 0.000 0.000 0.000 0.000 0.000 13.816 34.270 18.356 9.256 0.000 15.914 6.823 15.957 0.000 0.000 0.000 0.000 0.000 15.914 34.289 17.153 10.127 0.000 17.136 6.493 15.185 0.000 0.000 0.000 0.000 0.000 17.136 33.980 15.806 10.829 0.000 18.174 6.090 14.243 0.000 0.000 0.000 0.000 0.000 18.174 33.354 14.319 11.367 0.000 19.036 5.615 13.131 0.000 0.000 0.000 0.000 0.000 19.036 32.421 12.697 11.747 0.000 19.724 5.066 11.848 0.000 0.000 0.000 0.000 0.000 19.724 31.189 10.944 11.972 0.000 20.245 4.443 10.390 0.000 0.000 0.000 0.000 0.000 20.245 29.662 9.063 12.045 0.000 20.599 3.743 8.755 0.000 0.000 0.000 0.000 0.000 20.599 27.845 7.056 11.968 0.000 20.789 2.966 6.936 0.000 0.000 0.000 0.000 0.000 20.789 25.774 4.959 11.742 0.000 20.815 2.121 4.961 0.000 0.000 0.000 0.000 0.000 20.815 24.809 4.131 11.368 0.000 20.678 1.799 4.208 0.000 0.000 0.000 0.000 0.000 20.678 23.556 3.180 10.845 0.000 20.376 1.411 3.299 0.000 0.000 0.000 0.000 0.000 20.376 22.003 2.093 10.175 0.000 19.910 0.946 2.213 0.000 0.000 0.000 0.000 0.000 19.910 20.150 0.870 9.358 0.000 19.280 0.401 0.938 0.000 0.000 0.000 0.000 0.000 19.280 18.048 0.000 8.404 0.000 18.305 0.000 0.000 0.000 0.000 0.000 0.000 0.000 18.048 16.707 1.758 7.712 0.000 14.949 0.842 1.970 0.000 0.000 0.000 0.000 0.000 14.949 15.405 1.265 7.040 0.000 14.140 0.616 1.440 0.000 0.000 0.000 0.000 0.000 14.140 13.942 0.710 6.285 0.000 13.232 0.351 0.822 0.000 0.000 0.000 0.000 0.000 13.232 11.994 0.557 5.279 0.000 11.437 1.143 0.965 0.000 0.000 0.000 0.000 0.000 11.437 9.482 0.855 3.982 0.000 8.627 1.295 1.380 0.000 0.000 0.000 0.000 0.000 8.627 6.641 1.192 2.515 0.000 5.449 1.473 1.865 0.000 0.000 0.000 0.000 0.000 5.449 3.453 1.570 0.869 0.000 1.883 1.680 2.429 0.000 0.000 0.000 0.000 0.000 1.883 0.885 0.885 0.000 0.000 0.000 1.398 1.661 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]