Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : ARCADIS Nederland BV Mobiliteit LICENSE : Unknown DATE : 15-Aug-13 TIME : 9:35:13 FILENAME : C:\Temp\DAM2\50-103_Houthaven.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 Eemklei SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.00 SoilGamWet=19.00 SoilRestSlope=1 SoilCohesion=10.00 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=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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 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=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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 zandtussenlaag_WL 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=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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 -22.000 -7.000 0.000 2 30.000 -7.000 0.000 3 -22.000 -5.000 0.000 4 30.000 -5.000 0.000 5 -22.000 4.000 0.000 6 30.000 4.000 0.000 7 -22.000 4.800 0.000 8 30.000 4.800 0.000 9 -22.000 6.000 0.000 10 -12.500 5.800 0.000 11 -2.500 6.400 0.000 12 9.500 6.000 0.000 13 30.000 6.000 0.000 14 -22.000 6.700 0.000 15 -12.500 7.000 0.000 16 -8.600 7.000 0.000 17 -2.500 7.000 0.000 18 9.500 7.700 0.000 19 30.000 7.700 0.000 20 -2.500 8.800 0.000 21 0.000 9.900 0.000 22 2.500 9.800 0.000 23 -2.500 9.700 0.000 24 -22.000 9.220 0.000 25 -4.000 9.220 0.000 26 -3.000 8.400 0.000 27 9.500 7.600 0.000 28 30.000 7.600 0.000 29 9.500 8.190 0.000 30 30.000 7.800 0.000 31 9.500 9.020 0.000 32 30.000 8.800 0.000 33 -12.500 9.150 0.000 34 -12.500 8.900 0.000 35 2.000 9.800 0.000 [END OF POINTS] [CURVES] 31 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 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 7 8 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 10 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 16 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 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 16 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 22 18 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 23 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 21 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 33 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 31 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 34 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 29 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 35 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 22 [END OF CURVES] [BOUNDARIES] 8 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 25 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 7 2 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 8 3 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 9 4 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 10 11 12 13 5 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 14 15 16 17 18 19 6 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 14 15 16 20 21 30 31 22 19 7 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 14 23 24 30 31 22 19 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 8 - Number of boundaries - 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 8 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 8 - Number of boundaries - 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 4 2 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 28 29 5 3 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 26 27 6 [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] 7 - Number of layers - 1 - Layer number, next line is material of layer 50 Eemklei 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 1e_WVP_WL 3 - 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 klei_zandig 2 - Piezometric level line at top of layer 3 - 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 zandtussenlaag_WL 2 - Piezometric level line at top of layer 2 - 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 klei_zandig 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 50 zand_dijk_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 7 - 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 7 - Boundarynumber at top of layer 6 - 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 103, huidig binnentalud MHW [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] 7 Number of layers 7 100 6 100 100 5 100 100 100 4 100 100 100 100 3 100 100 100 100 100 2 100 100 100 100 100 100 1 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 10 100 10 100 10 100 10 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 [CIRCLES] 4.000 10.000 7 X-direction 11.000 17.000 7 Y-direction 7.500 4.500 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 -0.50 2.00 = 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] 7 [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 0.30 = Decimate height 1 norm = 1/10000 1 = number of items Water data (1) 1 = Phreatic line 0.00 = Level Piezo lines 7 - Number of layers 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 2 3 = Pl-top and pl-bottom 2 2 = 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 0.08 = 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 [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] 4.00 11.00 6.50 2.55 4.00 11.00 6.00 2.63 4.00 11.00 5.50 2.49 4.00 11.00 5.00 2.34 4.00 11.00 4.50 2.20 4.00 11.00 4.00 2.31 4.00 11.00 3.50 2.59 4.00 12.00 7.50 2.52 4.00 12.00 7.00 2.60 4.00 12.00 6.50 2.51 4.00 12.00 6.00 2.39 4.00 12.00 5.50 2.23 4.00 12.00 5.00 2.17 4.00 12.00 4.50 2.39 4.00 13.00 8.50 2.56 4.00 13.00 8.00 2.62 4.00 13.00 7.50 2.53 4.00 13.00 7.00 2.44 4.00 13.00 6.50 2.34 4.00 13.00 6.00 2.34 4.00 13.00 5.50 2.38 4.00 14.00 9.50 2.62 4.00 14.00 9.00 2.68 4.00 14.00 8.50 2.58 4.00 14.00 8.00 2.49 4.00 14.00 7.50 2.43 4.00 14.00 7.00 2.47 4.00 14.00 6.50 2.60 4.00 15.00 10.50 2.69 4.00 15.00 10.00 2.76 4.00 15.00 9.50 2.64 4.00 15.00 9.00 2.57 4.00 15.00 8.50 2.52 4.00 15.00 8.00 2.58 4.00 15.00 7.50 2.77 4.00 16.00 11.50 2.77 4.00 16.00 11.00 2.84 4.00 16.00 10.50 2.74 4.00 16.00 10.00 2.66 4.00 16.00 9.50 2.60 4.00 16.00 9.00 2.73 4.00 16.00 8.50 2.99 4.00 17.00 12.50 2.84 4.00 17.00 12.00 2.93 4.00 17.00 11.50 2.80 4.00 17.00 11.00 2.74 4.00 17.00 10.50 2.71 4.00 17.00 10.00 2.83 4.00 17.00 9.50 3.13 5.00 11.00 6.50 2.05 5.00 11.00 6.00 2.05 5.00 11.00 5.50 1.94 5.00 11.00 5.00 1.94 5.00 11.00 4.50 2.03 5.00 11.00 4.00 2.24 5.00 11.00 3.50 2.64 5.00 12.00 7.50 2.09 5.00 12.00 7.00 2.07 5.00 12.00 6.50 1.96 5.00 12.00 6.00 1.82 5.00 12.00 5.50 1.85 5.00 12.00 5.00 2.00 5.00 12.00 4.50 2.26 5.00 13.00 8.50 2.13 5.00 13.00 8.00 2.13 5.00 13.00 7.50 2.00 5.00 13.00 7.00 1.88 5.00 13.00 6.50 1.84 5.00 13.00 6.00 1.91 5.00 13.00 5.50 2.13 5.00 14.00 9.50 2.20 5.00 14.00 9.00 2.20 5.00 14.00 8.50 2.07 5.00 14.00 8.00 1.97 5.00 14.00 7.50 1.91 5.00 14.00 7.00 1.93 5.00 14.00 6.50 2.10 5.00 15.00 10.50 2.28 5.00 15.00 10.00 2.27 5.00 15.00 9.50 2.14 5.00 15.00 9.00 2.03 5.00 15.00 8.50 2.02 5.00 15.00 8.00 2.07 5.00 15.00 7.50 2.13 5.00 16.00 11.50 2.36 5.00 16.00 11.00 2.38 5.00 16.00 10.50 2.22 5.00 16.00 10.00 2.12 5.00 16.00 9.50 2.11 5.00 16.00 9.00 2.16 5.00 16.00 8.50 2.29 5.00 17.00 12.50 2.45 5.00 17.00 12.00 2.45 5.00 17.00 11.50 2.32 5.00 17.00 11.00 2.20 5.00 17.00 10.50 2.18 5.00 17.00 10.00 2.29 5.00 17.00 9.50 2.41 6.00 11.00 6.50 1.80 6.00 11.00 6.00 1.83 6.00 11.00 5.50 1.79 6.00 11.00 5.00 1.84 6.00 11.00 4.50 2.05 6.00 11.00 4.00 2.11 6.00 11.00 3.50 2.38 6.00 12.00 7.50 1.82 6.00 12.00 7.00 1.77 6.00 12.00 6.50 1.67 6.00 12.00 6.00 1.67 6.00 12.00 5.50 1.79 6.00 12.00 5.00 1.95 6.00 12.00 4.50 2.23 6.00 13.00 8.50 1.88 6.00 13.00 8.00 1.83 6.00 13.00 7.50 1.69 6.00 13.00 7.00 1.61 6.00 13.00 6.50 1.68 6.00 13.00 6.00 1.80 6.00 13.00 5.50 2.07 6.00 14.00 9.50 1.95 6.00 14.00 9.00 1.91 6.00 14.00 8.50 1.75 6.00 14.00 8.00 1.65 6.00 14.00 7.50 1.64 6.00 14.00 7.00 1.76 6.00 14.00 6.50 1.97 6.00 15.00 10.50 2.03 6.00 15.00 10.00 1.99 6.00 15.00 9.50 1.85 6.00 15.00 9.00 1.72 6.00 15.00 8.50 1.69 6.00 15.00 8.00 1.75 6.00 15.00 7.50 1.95 6.00 16.00 11.50 2.11 6.00 16.00 11.00 2.07 6.00 16.00 10.50 1.92 6.00 16.00 10.00 1.81 6.00 16.00 9.50 1.79 6.00 16.00 9.00 1.80 6.00 16.00 8.50 1.95 6.00 17.00 12.50 2.19 6.00 17.00 12.00 2.16 6.00 17.00 11.50 2.01 6.00 17.00 11.00 1.89 6.00 17.00 10.50 1.87 6.00 17.00 10.00 1.90 6.00 17.00 9.50 1.98 7.00 11.00 6.50 1.83 7.00 11.00 6.00 1.86 7.00 11.00 5.50 1.86 7.00 11.00 5.00 1.82 7.00 11.00 4.50 1.83 7.00 11.00 4.00 1.91 7.00 11.00 3.50 2.13 7.00 12.00 7.50 1.73 7.00 12.00 7.00 1.72 7.00 12.00 6.50 1.68 7.00 12.00 6.00 1.74 7.00 12.00 5.50 1.82 7.00 12.00 5.00 1.80 7.00 12.00 4.50 2.02 7.00 13.00 8.50 1.75 7.00 13.00 8.00 1.67 7.00 13.00 7.50 1.60 7.00 13.00 7.00 1.62 7.00 13.00 6.50 1.69 7.00 13.00 6.00 1.78 7.00 13.00 5.50 1.96 7.00 14.00 9.50 1.81 7.00 14.00 9.00 1.73 7.00 14.00 8.50 1.58 7.00 14.00 8.00 1.58 7.00 14.00 7.50 1.63 7.00 14.00 7.00 1.72 7.00 14.00 6.50 1.95 7.00 15.00 10.50 1.88 7.00 15.00 10.00 1.80 7.00 15.00 9.50 1.65 7.00 15.00 9.00 1.58 7.00 15.00 8.50 1.63 7.00 15.00 8.00 1.68 7.00 15.00 7.50 1.90 7.00 16.00 11.50 1.96 7.00 16.00 11.00 1.88 7.00 16.00 10.50 1.72 7.00 16.00 10.00 1.64 7.00 16.00 9.50 1.63 7.00 16.00 9.00 1.67 7.00 16.00 8.50 1.86 7.00 17.00 12.50 2.03 7.00 17.00 12.00 1.96 7.00 17.00 11.50 1.81 7.00 17.00 11.00 1.71 7.00 17.00 10.50 1.68 7.00 17.00 10.00 1.69 7.00 17.00 9.50 1.87 8.00 11.00 6.50 2.03 8.00 11.00 6.00 2.04 8.00 11.00 5.50 1.88 8.00 11.00 5.00 1.86 8.00 11.00 4.50 1.83 8.00 11.00 4.00 1.80 8.00 11.00 3.50 1.98 8.00 12.00 7.50 1.84 8.00 12.00 7.00 1.87 8.00 12.00 6.50 1.87 8.00 12.00 6.00 1.78 8.00 12.00 5.50 1.77 8.00 12.00 5.00 1.75 8.00 12.00 4.50 1.92 8.00 13.00 8.50 1.76 8.00 13.00 8.00 1.74 8.00 13.00 7.50 1.73 8.00 13.00 7.00 1.79 8.00 13.00 6.50 1.73 8.00 13.00 6.00 1.73 8.00 13.00 5.50 1.89 8.00 14.00 9.50 1.73 8.00 14.00 9.00 1.70 8.00 14.00 8.50 1.65 8.00 14.00 8.00 1.70 8.00 14.00 7.50 1.74 8.00 14.00 7.00 1.72 8.00 14.00 6.50 1.87 8.00 15.00 10.50 1.80 8.00 15.00 10.00 1.69 8.00 15.00 9.50 1.62 8.00 15.00 9.00 1.66 8.00 15.00 8.50 1.71 8.00 15.00 8.00 1.76 8.00 15.00 7.50 1.86 8.00 16.00 11.50 1.86 8.00 16.00 11.00 1.77 8.00 16.00 10.50 1.62 8.00 16.00 10.00 1.64 8.00 16.00 9.50 1.67 8.00 16.00 9.00 1.72 8.00 16.00 8.50 1.87 8.00 17.00 12.50 1.93 8.00 17.00 12.00 1.82 8.00 17.00 11.50 1.69 8.00 17.00 11.00 1.64 8.00 17.00 10.50 1.67 8.00 17.00 10.00 1.72 8.00 17.00 9.50 1.85 9.00 11.00 6.50 2.24 9.00 11.00 6.00 2.20 9.00 11.00 5.50 2.08 9.00 11.00 5.00 2.12 9.00 11.00 4.50 2.07 9.00 11.00 4.00 2.00 9.00 11.00 3.50 2.08 9.00 12.00 7.50 2.16 9.00 12.00 7.00 2.06 9.00 12.00 6.50 1.96 9.00 12.00 6.00 2.00 9.00 12.00 5.50 1.98 9.00 12.00 5.00 1.94 9.00 12.00 4.50 2.04 9.00 13.00 8.50 1.95 9.00 13.00 8.00 2.01 9.00 13.00 7.50 1.89 9.00 13.00 7.00 1.93 9.00 13.00 6.50 1.92 9.00 13.00 6.00 1.91 9.00 13.00 5.50 2.01 9.00 14.00 9.50 1.85 9.00 14.00 9.00 1.88 9.00 14.00 8.50 1.84 9.00 14.00 8.00 1.89 9.00 14.00 7.50 1.88 9.00 14.00 7.00 1.88 9.00 14.00 6.50 1.99 9.00 15.00 10.50 1.80 9.00 15.00 10.00 1.80 9.00 15.00 9.50 1.77 9.00 15.00 9.00 1.84 9.00 15.00 8.50 1.86 9.00 15.00 8.00 1.87 9.00 15.00 7.50 1.97 9.00 16.00 11.50 1.82 9.00 16.00 11.00 1.76 9.00 16.00 10.50 1.73 9.00 16.00 10.00 1.81 9.00 16.00 9.50 1.84 9.00 16.00 9.00 1.85 9.00 16.00 8.50 1.96 9.00 17.00 12.50 1.88 9.00 17.00 12.00 1.77 9.00 17.00 11.50 1.71 9.00 17.00 11.00 1.77 9.00 17.00 10.50 1.81 9.00 17.00 10.00 1.86 9.00 17.00 9.50 1.95 10.00 11.00 6.50 2.64 10.00 11.00 6.00 2.64 10.00 11.00 5.50 2.55 10.00 11.00 5.00 2.82 10.00 11.00 4.50 2.83 10.00 11.00 4.00 3.01 10.00 11.00 3.50 4.48 10.00 12.00 7.50 2.42 10.00 12.00 7.00 2.42 10.00 12.00 6.50 2.34 10.00 12.00 6.00 2.57 10.00 12.00 5.50 2.57 10.00 12.00 5.00 2.71 10.00 12.00 4.50 3.58 10.00 13.00 8.50 2.28 10.00 13.00 8.00 2.27 10.00 13.00 7.50 2.20 10.00 13.00 7.00 2.40 10.00 13.00 6.50 2.41 10.00 13.00 6.00 2.52 10.00 13.00 5.50 3.09 10.00 14.00 9.50 2.17 10.00 14.00 9.00 2.17 10.00 14.00 8.50 2.10 10.00 14.00 8.00 2.29 10.00 14.00 7.50 2.29 10.00 14.00 7.00 2.38 10.00 14.00 6.50 2.79 10.00 15.00 10.50 2.03 10.00 15.00 10.00 2.08 10.00 15.00 9.50 2.03 10.00 15.00 9.00 2.20 10.00 15.00 8.50 2.21 10.00 15.00 8.00 2.29 10.00 15.00 7.50 2.60 10.00 16.00 11.50 1.95 10.00 16.00 11.00 2.00 10.00 16.00 10.50 1.98 10.00 16.00 10.00 2.14 10.00 16.00 9.50 2.14 10.00 16.00 9.00 2.22 10.00 16.00 8.50 2.46 10.00 17.00 12.50 1.90 10.00 17.00 12.00 1.93 10.00 17.00 11.50 1.90 10.00 17.00 11.00 2.10 10.00 17.00 10.50 2.09 10.00 17.00 10.00 2.16 10.00 17.00 9.50 2.35 [End of Data] [END OF ZONE RESULTS] [CircleResults] 7.500 4.500 7 7 7 7.000 14.000 8.500 1.577 4.000 11.000 4.500 2.198 4.000 12.000 5.000 2.173 4.000 13.000 6.000 2.340 4.000 14.000 7.500 2.428 4.000 15.000 8.500 2.516 4.000 16.000 9.500 2.603 4.000 17.000 10.500 2.713 5.000 11.000 5.000 1.939 5.000 12.000 6.000 1.821 5.000 13.000 6.500 1.836 5.000 14.000 7.500 1.914 5.000 15.000 8.500 2.017 5.000 16.000 9.500 2.108 5.000 17.000 10.500 2.180 6.000 11.000 5.500 1.787 6.000 12.000 6.000 1.667 6.000 13.000 7.000 1.606 6.000 14.000 7.500 1.643 6.000 15.000 8.500 1.693 6.000 16.000 9.500 1.793 6.000 17.000 10.500 1.866 7.000 11.000 5.000 1.817 7.000 12.000 6.500 1.676 7.000 13.000 7.500 1.598 7.000 14.000 8.500 1.577 7.000 15.000 9.000 1.577 7.000 16.000 9.500 1.632 7.000 17.000 10.500 1.681 8.000 11.000 4.000 1.797 8.000 12.000 5.000 1.754 8.000 13.000 7.500 1.727 8.000 14.000 8.500 1.649 8.000 15.000 9.500 1.615 8.000 16.000 10.500 1.616 8.000 17.000 11.000 1.644 9.000 11.000 4.000 1.999 9.000 12.000 5.000 1.943 9.000 13.000 7.500 1.890 9.000 14.000 8.500 1.844 9.000 15.000 9.500 1.773 9.000 16.000 10.500 1.733 9.000 17.000 11.500 1.705 10.000 11.000 5.500 2.550 10.000 12.000 6.500 2.338 10.000 13.000 7.500 2.197 10.000 14.000 8.500 2.096 10.000 15.000 10.500 2.029 10.000 16.000 11.500 1.947 10.000 17.000 11.500 1.899 [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] 1.577 35 7.000 14.000 8.500 -0.427 12.706 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] -0.357 -0.427 9.743 9.866 9.871 9.866 0.038 -0.357 9.123 9.743 9.898 9.871 0.433 0.038 8.603 9.123 9.878 9.898 0.829 0.433 8.155 8.603 9.859 9.878 1.163 0.829 7.821 8.155 9.842 9.859 1.497 1.163 7.522 7.821 9.825 9.842 1.831 1.497 7.253 7.522 9.808 9.825 2.191 1.831 6.991 7.253 9.800 9.808 2.551 2.191 6.757 6.991 9.785 9.800 2.912 2.551 6.548 6.757 9.677 9.785 3.272 2.912 6.361 6.548 9.568 9.677 3.632 3.272 6.196 6.361 9.460 9.568 4.053 3.632 6.027 6.196 9.334 9.460 4.474 4.053 5.884 6.027 9.208 9.334 4.895 4.474 5.765 5.884 9.081 9.208 5.316 4.895 5.669 5.765 8.955 9.081 5.737 5.316 5.594 5.669 8.829 8.955 6.158 5.737 5.542 5.594 8.703 8.829 6.579 6.158 5.510 5.542 8.576 8.703 6.999 6.579 5.500 5.510 8.450 8.576 7.420 6.999 5.510 5.500 8.324 8.450 7.841 7.420 5.542 5.510 8.198 8.324 8.262 7.841 5.594 5.542 8.071 8.198 8.683 8.262 5.668 5.594 7.945 8.071 9.079 8.683 5.758 5.668 7.826 7.945 9.476 9.079 5.869 5.758 7.707 7.826 9.872 9.476 6.000 5.869 7.700 7.707 10.261 9.872 6.150 6.000 7.700 7.700 10.650 10.261 6.324 6.150 7.700 7.700 11.039 10.650 6.521 6.324 7.700 7.700 11.427 11.039 6.744 6.521 7.700 7.700 11.816 11.427 6.996 6.744 7.700 7.700 12.205 11.816 7.280 6.996 7.700 7.700 12.594 12.205 7.600 7.280 7.700 7.700 12.706 12.594 7.700 7.600 7.700 7.700 [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] 5.000 20.000 0.000 0.000 0.000 8.233 0.000 -0.000 0.081 0.898 0.000 0.000 28.000 0.000 0.000 0.000 8.218 0.000 -0.000 3.466 4.449 0.000 0.000 28.000 0.000 0.000 0.000 8.193 -0.000 -0.000 7.901 3.731 0.000 0.000 28.000 0.000 0.000 0.000 8.168 -0.000 -0.000 11.481 3.281 0.000 0.000 28.000 0.000 0.000 0.000 8.144 -0.000 -0.000 12.153 2.526 0.000 0.000 28.000 0.000 0.000 0.000 8.123 -0.000 -0.000 14.154 2.357 0.000 0.000 28.000 0.000 0.000 0.000 8.102 -0.000 -0.000 15.941 2.223 0.000 0.900 22.700 0.000 0.000 0.000 8.079 -0.000 -0.000 18.940 2.278 0.000 0.900 22.700 0.000 0.000 0.000 8.056 -0.000 -0.000 20.624 2.176 0.000 0.900 22.700 0.000 0.000 0.000 8.033 -0.000 -0.000 21.643 2.091 0.000 0.900 22.700 0.000 0.000 0.000 8.010 -0.000 -0.000 22.227 2.022 0.000 0.900 22.700 0.000 0.000 0.000 7.987 -0.000 -0.000 22.661 1.964 0.000 0.000 26.000 0.000 0.000 0.000 7.962 -0.000 -0.000 26.827 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.935 -0.000 -0.000 27.021 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.908 -0.000 -0.000 27.018 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.881 -0.000 -0.000 26.827 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.854 -0.000 -0.000 26.456 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.827 -0.000 -0.000 25.910 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.800 -0.000 -0.000 25.193 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.774 -0.000 -0.000 24.308 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.747 -0.000 -0.000 23.256 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.720 -0.000 -0.000 22.037 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.693 -0.000 -0.000 20.650 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.666 -0.000 -0.000 19.091 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.640 -0.000 -0.000 16.394 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.614 -0.000 -0.000 14.691 0.000 0.000 0.000 26.000 0.000 0.000 0.000 7.600 -0.000 -0.000 13.248 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.600 0.000 -0.000 11.951 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.600 0.000 -0.000 10.757 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.600 0.000 -0.000 9.389 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.600 0.000 -0.000 7.836 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.600 0.000 -0.000 6.080 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.600 0.000 -0.000 4.100 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.600 0.000 -0.000 1.870 0.000 0.000 0.900 22.700 0.000 0.000 0.000 7.600 0.000 -0.000 0.099 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] 14.028 14.028 0.000 0.000 0.000 4.557 6.000 0.000 0.000 0.000 0.000 0.000 0.000 20.027 20.027 0.000 0.000 0.000 4.418 13.100 0.000 0.000 0.000 0.000 0.000 0.000 29.430 29.430 0.000 0.000 0.000 6.873 20.379 0.000 0.000 0.000 0.000 0.000 0.000 37.347 37.347 0.000 0.000 0.000 9.114 27.021 0.000 0.000 0.000 0.000 0.000 0.000 43.952 42.420 1.531 0.000 1.531 10.702 31.731 0.000 0.000 0.000 0.000 0.000 1.531 49.437 45.011 4.426 0.000 4.426 11.658 34.565 0.000 0.000 0.000 0.000 0.000 4.426 54.387 47.382 7.006 0.000 7.006 12.562 37.244 0.000 0.000 0.000 0.000 0.000 7.006 58.881 43.800 9.392 0.000 9.392 10.225 36.383 0.000 0.000 0.000 0.000 5.689 15.081 63.272 46.242 11.596 0.000 11.596 10.953 39.127 0.000 0.000 0.000 0.000 5.433 17.030 65.864 47.096 13.545 0.000 13.545 11.322 40.518 0.000 0.000 0.000 0.000 5.224 18.768 67.292 46.982 15.261 0.000 15.261 11.462 41.045 0.000 0.000 0.000 0.000 5.049 20.310 68.336 46.670 16.762 0.000 16.762 11.547 41.364 0.000 0.000 0.000 0.000 4.904 21.666 63.740 41.557 18.155 0.000 22.182 11.441 36.979 0.000 0.000 0.000 0.000 0.000 22.182 64.200 40.622 19.420 0.000 23.578 11.371 36.754 0.000 0.000 0.000 0.000 0.000 23.578 64.192 39.461 20.442 0.000 24.731 11.225 36.282 0.000 0.000 0.000 0.000 0.000 24.731 63.739 38.084 21.235 0.000 25.655 11.004 35.567 0.000 0.000 0.000 0.000 0.000 25.655 62.857 36.500 21.806 0.000 26.357 10.709 34.614 0.000 0.000 0.000 0.000 0.000 26.357 61.560 34.715 22.163 0.000 26.845 10.341 33.424 0.000 0.000 0.000 0.000 0.000 26.845 59.858 32.734 22.311 0.000 27.124 9.899 31.996 0.000 0.000 0.000 0.000 0.000 27.124 57.755 30.559 22.252 0.000 27.196 9.382 30.326 0.000 0.000 0.000 0.000 0.000 27.196 55.255 28.192 21.988 0.000 27.063 8.789 28.409 0.000 0.000 0.000 0.000 0.000 27.063 52.359 25.634 21.519 0.000 26.725 8.118 26.238 0.000 0.000 0.000 0.000 0.000 26.725 49.062 22.881 20.843 0.000 26.181 7.363 23.800 0.000 0.000 0.000 0.000 0.000 26.181 45.360 19.933 19.958 0.000 25.427 6.522 21.081 0.000 0.000 0.000 0.000 0.000 25.427 41.354 16.862 18.897 0.000 24.493 5.611 18.135 0.000 0.000 0.000 0.000 0.000 24.493 37.058 13.673 17.666 0.000 23.385 4.629 14.961 0.000 0.000 0.000 0.000 0.000 23.385 33.419 11.323 16.341 0.000 22.096 3.903 12.617 0.000 0.000 0.000 0.000 0.000 22.096 30.741 15.783 14.958 0.000 14.958 5.303 17.835 0.000 0.000 0.000 0.000 0.000 14.958 27.667 14.296 13.371 0.000 13.371 4.949 16.499 0.000 0.000 0.000 0.000 0.000 13.371 24.150 12.595 11.555 0.000 11.555 4.522 14.889 0.000 0.000 0.000 0.000 0.000 11.555 20.154 10.662 9.492 0.000 9.492 4.012 12.967 0.000 0.000 0.000 0.000 0.000 9.492 15.638 8.478 7.160 0.000 7.160 3.406 10.686 0.000 0.000 0.000 0.000 0.000 7.160 10.547 6.015 4.532 0.000 4.532 2.688 7.978 0.000 0.000 0.000 0.000 0.000 4.532 4.810 3.240 1.570 0.000 1.570 1.798 4.623 0.000 0.000 0.000 0.000 0.000 1.570 0.885 0.885 0.000 0.000 0.000 1.012 1.664 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]