Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : ARCADIS Nederland BV Mobiliteit LICENSE : Unknown DATE : 15-Aug-13 TIME : 9:35:08 FILENAME : C:\Temp\DAM2\50-059_Harenberg.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 Eemformatie SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=18.00 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 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=0.00 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_siltig_WL SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.50 SoilGamWet=20.00 SoilRestSlope=1 SoilCohesion=1.00 SoilPhi=25.00 SoilDilatancy=25.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 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_dijk SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.10 SoilGamWet=19.90 SoilRestSlope=1 SoilCohesion=3.20 SoilPhi=23.10 SoilDilatancy=23.10 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] 42 - Number of geometry points - 1 0.000 -2.000 0.000 2 70.000 -2.000 0.000 3 0.000 0.000 0.000 4 70.000 0.000 0.000 5 0.000 5.800 0.000 6 43.200 5.800 0.000 7 50.000 5.800 0.000 8 68.000 5.800 0.000 9 70.000 5.800 0.000 10 50.000 6.600 0.000 11 0.000 6.800 0.000 12 31.400 6.800 0.000 13 50.000 7.400 0.000 14 70.000 7.400 0.000 15 0.000 7.400 0.000 16 25.000 7.400 0.000 17 31.400 7.600 0.000 18 33.400 7.400 0.000 19 36.600 8.600 0.000 20 43.200 8.600 0.000 21 50.000 8.600 0.000 22 50.200 8.400 0.000 23 59.800 8.400 0.000 24 60.000 8.600 0.000 25 70.000 8.600 0.000 26 0.000 7.600 0.000 27 25.000 7.600 0.000 28 31.400 7.800 0.000 29 33.200 8.400 0.000 30 36.400 9.600 0.000 31 40.400 9.600 0.000 32 39.600 10.800 0.000 33 43.200 10.800 0.000 34 48.600 8.800 0.000 35 0.000 9.910 0.000 36 37.400 9.910 0.000 37 50.000 8.580 0.000 38 70.000 8.580 0.000 39 50.000 9.450 0.000 40 70.000 9.200 0.000 41 31.400 9.600 0.000 42 42.750 10.800 0.000 [END OF POINTS] [CURVES] 41 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 10 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 8 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 12 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 18 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 17 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 24 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 20 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 41 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 39 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 32 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 33 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 21 [END OF CURVES] [BOUNDARIES] 9 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 36 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 1 2 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 3 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 2 6 7 5 4 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 8 9 10 5 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 11 12 13 14 15 16 17 18 19 20 21 6 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 22 23 24 13 14 15 16 17 25 21 7 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 22 23 26 27 28 29 17 25 21 8 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 22 23 26 27 37 38 39 40 41 25 21 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 9 - Number of boundaries - 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 9 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 9 - Number of boundaries - 0 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 30 31 32 2 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 34 35 33 [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] 8 - Number of layers - 1 - Layer number, next line is material of layer 50 Eemformatie 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 1 - Boundarynumber at top of layer 0 - Boundarynumber at bottom of layer 2 - Layer number, next line is material of layer 50 1e_WVP_WL 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 2 - Boundarynumber at top of layer 1 - Boundarynumber at bottom of layer 3 - Layer number, next line is material of layer 50 klei_zandig 99 - Piezometric level line at top of layer 2 - 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 zand_deklaag 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 50 zand_dijk_siltig_WL 1 - 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 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 klei_dijk 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 8 - Layer number, next line is material of layer 50 klei_dijk 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 [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] DIJKRING 50: ZUTPHEN, MHW16050 Dp 59, theoretische waterspanning [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] 8 Number of layers 8 100 7 100 100 6 100 100 100 5 100 100 100 100 4 100 100 100 100 100 3 100 100 100 100 100 100 2 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 10 100 10 100 80 10 30 30 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 [CIRCLES] 44.000 50.000 7 X-direction 12.000 18.000 7 Y-direction 9.000 6.000 7 Tangent lines 0.000 0.000 0 no fixed point used [SPENCER SLIP DATA] 0 Number of points [SPENCER SLIP DATA 2] 0 Number of points [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [LINE LOADS] 0 = number of items [UNIFORM LOADS ] 1 = number of items Verkeer 13.00 = magnitude 40.30 42.80 = 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] 8 [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 8 - Number of layers 2 2 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 99 2 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 1 99 = 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] 44.00 12.00 6.00 2.82 44.00 12.00 5.50 2.71 44.00 12.00 5.00 2.59 44.00 12.00 4.50 2.46 44.00 12.00 4.00 2.30 44.00 12.00 3.50 2.28 44.00 12.00 3.00 2.36 44.00 13.00 7.00 2.86 44.00 13.00 6.50 2.73 44.00 13.00 6.00 2.63 44.00 13.00 5.50 2.51 44.00 13.00 5.00 2.41 44.00 13.00 4.50 2.27 44.00 13.00 4.00 2.28 44.00 14.00 8.00 2.94 44.00 14.00 7.50 2.81 44.00 14.00 7.00 2.71 44.00 14.00 6.50 2.62 44.00 14.00 6.00 2.51 44.00 14.00 5.50 2.46 44.00 14.00 5.00 2.38 44.00 15.00 9.00 3.05 44.00 15.00 8.50 2.92 44.00 15.00 8.00 2.82 44.00 15.00 7.50 2.73 44.00 15.00 7.00 2.67 44.00 15.00 6.50 2.63 44.00 15.00 6.00 2.61 44.00 16.00 10.00 3.18 44.00 16.00 9.50 3.05 44.00 16.00 9.00 2.94 44.00 16.00 8.50 2.86 44.00 16.00 8.00 2.84 44.00 16.00 7.50 2.80 44.00 16.00 7.00 2.82 44.00 17.00 11.00 3.30 44.00 17.00 10.50 3.16 44.00 17.00 10.00 3.09 44.00 17.00 9.50 3.01 44.00 17.00 9.00 3.00 44.00 17.00 8.50 2.97 44.00 17.00 8.00 3.02 44.00 18.00 12.00 3.43 44.00 18.00 11.50 3.30 44.00 18.00 11.00 3.20 44.00 18.00 10.50 3.15 44.00 18.00 10.00 3.14 44.00 18.00 9.50 3.16 44.00 18.00 9.00 3.23 45.00 12.00 6.00 2.03 45.00 12.00 5.50 1.97 45.00 12.00 5.00 1.87 45.00 12.00 4.50 1.85 45.00 12.00 4.00 1.91 45.00 12.00 3.50 2.04 45.00 12.00 3.00 2.37 45.00 13.00 7.00 2.08 45.00 13.00 6.50 1.99 45.00 13.00 6.00 1.90 45.00 13.00 5.50 1.81 45.00 13.00 5.00 1.79 45.00 13.00 4.50 1.89 45.00 13.00 4.00 2.14 45.00 14.00 8.00 2.16 45.00 14.00 7.50 2.07 45.00 14.00 7.00 1.96 45.00 14.00 6.50 1.89 45.00 14.00 6.00 1.84 45.00 14.00 5.50 1.86 45.00 14.00 5.00 2.09 45.00 15.00 9.00 2.26 45.00 15.00 8.50 2.17 45.00 15.00 8.00 2.05 45.00 15.00 7.50 1.97 45.00 15.00 7.00 1.94 45.00 15.00 6.50 1.93 45.00 15.00 6.00 2.11 45.00 16.00 10.00 2.37 45.00 16.00 9.50 2.28 45.00 16.00 9.00 2.16 45.00 16.00 8.50 2.07 45.00 16.00 8.00 2.04 45.00 16.00 7.50 2.07 45.00 16.00 7.00 2.15 45.00 17.00 11.00 2.50 45.00 17.00 10.50 2.39 45.00 17.00 10.00 2.27 45.00 17.00 9.50 2.18 45.00 17.00 9.00 2.14 45.00 17.00 8.50 2.22 45.00 17.00 8.00 2.33 45.00 18.00 12.00 2.61 45.00 18.00 11.50 2.51 45.00 18.00 11.00 2.38 45.00 18.00 10.50 2.29 45.00 18.00 10.00 2.27 45.00 18.00 9.50 2.33 45.00 18.00 9.00 2.49 46.00 12.00 6.00 1.66 46.00 12.00 5.50 1.62 46.00 12.00 5.00 1.60 46.00 12.00 4.50 1.65 46.00 12.00 4.00 1.78 46.00 12.00 3.50 2.25 46.00 12.00 3.00 2.57 46.00 13.00 7.00 1.69 46.00 13.00 6.50 1.61 46.00 13.00 6.00 1.52 46.00 13.00 5.50 1.54 46.00 13.00 5.00 1.60 46.00 13.00 4.50 1.88 46.00 13.00 4.00 2.34 46.00 14.00 8.00 1.77 46.00 14.00 7.50 1.67 46.00 14.00 7.00 1.57 46.00 14.00 6.50 1.50 46.00 14.00 6.00 1.55 46.00 14.00 5.50 1.76 46.00 14.00 5.00 2.13 46.00 15.00 9.00 1.86 46.00 15.00 8.50 1.75 46.00 15.00 8.00 1.64 46.00 15.00 7.50 1.59 46.00 15.00 7.00 1.55 46.00 15.00 6.50 1.73 46.00 15.00 6.00 2.05 46.00 16.00 10.00 1.96 46.00 16.00 9.50 1.85 46.00 16.00 9.00 1.72 46.00 16.00 8.50 1.65 46.00 16.00 8.00 1.63 46.00 16.00 7.50 1.74 46.00 16.00 7.00 2.06 46.00 17.00 11.00 2.07 46.00 17.00 10.50 1.95 46.00 17.00 10.00 1.82 46.00 17.00 9.50 1.74 46.00 17.00 9.00 1.71 46.00 17.00 8.50 1.79 46.00 17.00 8.00 2.08 46.00 18.00 12.00 2.18 46.00 18.00 11.50 2.06 46.00 18.00 11.00 1.93 46.00 18.00 10.50 1.83 46.00 18.00 10.00 1.79 46.00 18.00 9.50 1.90 46.00 18.00 9.00 2.12 47.00 12.00 6.00 1.56 47.00 12.00 5.50 1.56 47.00 12.00 5.00 1.56 47.00 12.00 4.50 1.69 47.00 12.00 4.00 1.72 47.00 12.00 3.50 2.07 47.00 12.00 3.00 2.89 47.00 13.00 7.00 1.51 47.00 13.00 6.50 1.48 47.00 13.00 6.00 1.45 47.00 13.00 5.50 1.48 47.00 13.00 5.00 1.65 47.00 13.00 4.50 1.93 47.00 13.00 4.00 2.66 47.00 14.00 8.00 1.56 47.00 14.00 7.50 1.47 47.00 14.00 7.00 1.42 47.00 14.00 6.50 1.42 47.00 14.00 6.00 1.51 47.00 14.00 5.50 1.84 47.00 14.00 5.00 2.49 47.00 15.00 9.00 1.63 47.00 15.00 8.50 1.54 47.00 15.00 8.00 1.43 47.00 15.00 7.50 1.41 47.00 15.00 7.00 1.46 47.00 15.00 6.50 1.74 47.00 15.00 6.00 2.36 47.00 16.00 10.00 1.71 47.00 16.00 9.50 1.60 47.00 16.00 9.00 1.51 47.00 16.00 8.50 1.43 47.00 16.00 8.00 1.46 47.00 16.00 7.50 1.72 47.00 16.00 7.00 2.15 47.00 17.00 11.00 1.81 47.00 17.00 10.50 1.69 47.00 17.00 10.00 1.57 47.00 17.00 9.50 1.51 47.00 17.00 9.00 1.47 47.00 17.00 8.50 1.71 47.00 17.00 8.00 2.10 47.00 18.00 12.00 1.90 47.00 18.00 11.50 1.79 47.00 18.00 11.00 1.64 47.00 18.00 10.50 1.58 47.00 18.00 10.00 1.52 47.00 18.00 9.50 1.72 47.00 18.00 9.00 2.07 48.00 12.00 6.00 1.68 48.00 12.00 5.50 1.72 48.00 12.00 5.00 1.63 48.00 12.00 4.50 1.64 48.00 12.00 4.00 1.69 48.00 12.00 3.50 2.20 48.00 12.00 3.00 4.92 48.00 13.00 7.00 1.55 48.00 13.00 6.50 1.54 48.00 13.00 6.00 1.56 48.00 13.00 5.50 1.58 48.00 13.00 5.00 1.63 48.00 13.00 4.50 2.09 48.00 13.00 4.00 4.06 48.00 14.00 8.00 1.50 48.00 14.00 7.50 1.47 48.00 14.00 7.00 1.46 48.00 14.00 6.50 1.54 48.00 14.00 6.00 1.60 48.00 14.00 5.50 2.01 48.00 14.00 5.00 3.53 48.00 15.00 9.00 1.53 48.00 15.00 8.50 1.46 48.00 15.00 8.00 1.42 48.00 15.00 7.50 1.46 48.00 15.00 7.00 1.56 48.00 15.00 6.50 1.94 48.00 15.00 6.00 3.16 48.00 16.00 10.00 1.58 48.00 16.00 9.50 1.49 48.00 16.00 9.00 1.42 48.00 16.00 8.50 1.43 48.00 16.00 8.00 1.51 48.00 16.00 7.50 1.88 48.00 16.00 7.00 2.90 48.00 17.00 11.00 1.65 48.00 17.00 10.50 1.56 48.00 17.00 10.00 1.45 48.00 17.00 9.50 1.44 48.00 17.00 9.00 1.50 48.00 17.00 8.50 1.78 48.00 17.00 8.00 2.67 48.00 18.00 12.00 1.73 48.00 18.00 11.50 1.62 48.00 18.00 11.00 1.52 48.00 18.00 10.50 1.46 48.00 18.00 10.00 1.50 48.00 18.00 9.50 1.75 48.00 18.00 9.00 2.46 49.00 12.00 6.00 1.89 49.00 12.00 5.50 1.86 49.00 12.00 5.00 1.82 49.00 12.00 4.50 1.88 49.00 12.00 4.00 1.98 49.00 12.00 3.50 3.09 49.00 13.00 7.00 1.77 49.00 13.00 6.50 1.75 49.00 13.00 6.00 1.72 49.00 13.00 5.50 1.79 49.00 13.00 5.00 1.89 49.00 13.00 4.50 2.77 49.00 14.00 8.00 1.63 49.00 14.00 7.50 1.64 49.00 14.00 7.00 1.68 49.00 14.00 6.50 1.72 49.00 14.00 6.00 1.83 49.00 14.00 5.50 2.55 49.00 15.00 9.00 1.57 49.00 15.00 8.50 1.56 49.00 15.00 8.00 1.58 49.00 15.00 7.50 1.67 49.00 15.00 7.00 1.78 49.00 15.00 6.50 2.40 49.00 15.00 6.00 16.66 49.00 16.00 10.00 1.55 49.00 16.00 9.50 1.53 49.00 16.00 9.00 1.51 49.00 16.00 8.50 1.61 49.00 16.00 8.00 1.74 49.00 16.00 7.50 2.28 49.00 16.00 7.00 7.88 49.00 17.00 11.00 1.61 49.00 17.00 10.50 1.51 49.00 17.00 10.00 1.49 49.00 17.00 9.50 1.57 49.00 17.00 9.00 1.68 49.00 17.00 8.50 2.18 49.00 17.00 8.00 5.47 49.00 18.00 12.00 1.64 49.00 18.00 11.50 1.56 49.00 18.00 11.00 1.49 49.00 18.00 10.50 1.54 49.00 18.00 10.00 1.64 49.00 18.00 9.50 2.10 49.00 18.00 9.00 4.34 50.00 12.00 6.00 2.28 50.00 12.00 5.50 2.31 50.00 12.00 5.00 2.36 50.00 12.00 4.50 2.67 50.00 12.00 4.00 3.33 50.00 12.00 3.50 12.44 50.00 13.00 7.00 2.08 50.00 13.00 6.50 2.09 50.00 13.00 6.00 2.14 50.00 13.00 5.50 2.38 50.00 13.00 5.00 2.89 50.00 13.00 4.50 9.98 50.00 14.00 8.00 1.98 50.00 14.00 7.50 1.95 50.00 14.00 7.00 1.99 50.00 14.00 6.50 2.20 50.00 14.00 6.00 2.60 50.00 14.00 5.50 6.86 50.00 15.00 9.00 1.80 50.00 15.00 8.50 1.87 50.00 15.00 8.00 1.89 50.00 15.00 7.50 2.07 50.00 15.00 7.00 2.41 50.00 15.00 6.50 5.19 50.00 16.00 10.00 1.71 50.00 16.00 9.50 1.73 50.00 16.00 9.00 1.81 50.00 16.00 8.50 1.97 50.00 16.00 8.00 2.26 50.00 16.00 7.50 4.23 50.00 17.00 11.00 1.66 50.00 17.00 10.50 1.67 50.00 17.00 10.00 1.71 50.00 17.00 9.50 1.90 50.00 17.00 9.00 2.15 50.00 17.00 8.50 3.63 50.00 18.00 12.00 1.65 50.00 18.00 11.50 1.62 50.00 18.00 11.00 1.66 50.00 18.00 10.50 1.80 50.00 18.00 10.00 2.05 50.00 18.00 9.50 3.22 [End of Data] [END OF ZONE RESULTS] [CircleResults] 9.000 6.000 7 7 7 47.000 15.000 7.500 1.414 44.000 12.000 3.500 2.281 44.000 13.000 4.500 2.267 44.000 14.000 5.000 2.378 44.000 15.000 6.000 2.606 44.000 16.000 7.500 2.798 44.000 17.000 8.500 2.972 44.000 18.000 10.000 3.138 45.000 12.000 4.500 1.853 45.000 13.000 5.000 1.792 45.000 14.000 6.000 1.839 45.000 15.000 6.500 1.935 45.000 16.000 8.000 2.035 45.000 17.000 9.000 2.137 45.000 18.000 10.000 2.269 46.000 12.000 5.000 1.604 46.000 13.000 6.000 1.524 46.000 14.000 6.500 1.504 46.000 15.000 7.000 1.548 46.000 16.000 8.000 1.629 46.000 17.000 9.000 1.712 46.000 18.000 10.000 1.788 47.000 12.000 5.500 1.561 47.000 13.000 6.000 1.451 47.000 14.000 7.000 1.419 47.000 15.000 7.500 1.414 47.000 16.000 8.500 1.433 47.000 17.000 9.000 1.465 47.000 18.000 10.000 1.519 48.000 12.000 5.000 1.628 48.000 13.000 6.500 1.540 48.000 14.000 7.000 1.459 48.000 15.000 8.000 1.424 48.000 16.000 9.000 1.422 48.000 17.000 9.500 1.437 48.000 18.000 10.500 1.460 49.000 12.000 5.000 1.824 49.000 13.000 6.000 1.724 49.000 14.000 8.000 1.627 49.000 15.000 8.500 1.559 49.000 16.000 9.000 1.512 49.000 17.000 10.000 1.492 49.000 18.000 11.000 1.494 50.000 12.000 6.000 2.283 50.000 13.000 7.000 2.079 50.000 14.000 7.500 1.950 50.000 15.000 9.000 1.796 50.000 16.000 10.000 1.706 50.000 17.000 11.000 1.663 50.000 18.000 11.500 1.623 [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] 1.414 33 47.000 15.000 7.500 40.786 50.910 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] 41.085 40.786 10.389 10.800 10.800 10.800 41.384 41.085 10.029 10.389 10.800 10.800 41.683 41.384 9.711 10.029 10.800 10.800 41.982 41.683 9.426 9.711 10.800 10.800 42.302 41.982 9.154 9.426 10.800 10.800 42.623 42.302 8.910 9.154 10.800 10.800 42.944 42.623 8.692 8.910 10.800 10.800 43.090 42.944 8.600 8.692 10.800 10.800 43.426 43.090 8.406 8.600 10.716 10.800 43.762 43.426 8.235 8.406 10.592 10.716 44.098 43.762 8.084 8.235 10.467 10.592 44.434 44.098 7.953 8.084 10.343 10.467 44.770 44.434 7.839 7.953 10.218 10.343 45.106 44.770 7.743 7.839 10.094 10.218 45.442 45.106 7.664 7.743 9.970 10.094 45.778 45.442 7.600 7.664 9.845 9.970 46.114 45.778 7.552 7.600 9.721 9.845 46.450 46.114 7.520 7.552 9.596 9.721 46.786 46.450 7.503 7.520 9.472 9.596 47.123 46.786 7.501 7.503 9.347 9.472 47.459 47.123 7.514 7.501 9.223 9.347 47.795 47.459 7.542 7.514 9.098 9.223 48.131 47.795 7.586 7.542 8.974 9.098 48.467 48.131 7.645 7.586 8.849 8.974 48.803 48.467 7.720 7.645 8.771 8.849 49.139 48.803 7.811 7.720 8.723 8.771 49.475 49.139 7.920 7.811 8.675 8.723 49.811 49.475 8.047 7.920 8.627 8.675 50.020 49.811 8.135 8.047 8.600 8.627 50.291 50.020 8.261 8.135 8.600 8.600 50.562 50.291 8.400 8.261 8.600 8.600 50.877 50.562 8.580 8.400 8.600 8.600 50.910 50.877 8.600 8.580 8.600 8.600 [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] 3.200 23.100 0.000 0.000 0.000 9.537 0.000 -0.000 1.174 3.596 0.000 3.200 23.100 0.000 0.000 0.000 9.505 0.000 -0.000 3.374 3.157 0.000 3.200 23.100 0.000 0.000 0.000 9.474 0.000 -0.000 5.308 2.850 0.000 3.200 23.100 0.000 0.000 0.000 9.442 0.000 -0.000 7.028 2.624 0.000 3.200 23.100 0.000 0.000 0.000 9.409 0.000 -0.000 9.282 2.624 0.000 3.200 23.100 0.000 0.000 0.000 9.376 0.000 -0.000 10.922 2.467 0.000 3.200 23.100 0.000 0.000 0.000 9.342 0.000 -0.000 12.388 2.342 0.000 3.200 23.100 0.000 0.000 0.000 9.317 0.000 -0.000 6.085 1.031 0.000 1.000 25.000 0.000 0.000 0.000 9.292 -0.000 -0.000 14.820 2.304 0.000 1.000 25.000 0.000 0.000 0.000 9.256 -0.000 -0.000 15.238 2.221 0.000 1.000 25.000 0.000 0.000 0.000 9.221 -0.000 -0.000 15.513 2.152 0.000 1.000 25.000 0.000 0.000 0.000 9.185 -0.000 -0.000 15.653 0.000 0.000 1.000 25.000 0.000 0.000 0.000 9.150 -0.000 -0.000 15.669 0.000 0.000 1.000 25.000 0.000 0.000 0.000 9.114 -0.000 -0.000 15.564 0.000 0.000 1.000 25.000 0.000 0.000 0.000 9.079 -0.000 -0.000 15.346 0.000 0.000 1.000 25.000 0.000 0.000 0.000 9.043 -0.000 -0.000 15.018 0.000 0.000 1.000 25.000 0.000 0.000 0.000 9.008 -0.000 -0.000 14.583 0.000 0.000 1.000 25.000 0.000 0.000 0.000 8.972 -0.000 -0.000 14.043 0.000 0.000 1.000 25.000 0.000 0.000 0.000 8.937 -0.000 -0.000 13.401 0.000 0.000 1.000 25.000 0.000 0.000 0.000 8.901 -0.000 -0.000 12.657 0.000 0.000 1.000 25.000 0.000 0.000 0.000 8.866 -0.000 -0.000 11.811 0.000 0.000 1.000 25.000 0.000 0.000 0.000 8.831 -0.000 -0.000 10.864 0.000 0.000 1.000 25.000 0.000 0.000 0.000 8.795 -0.000 -0.000 9.815 0.000 0.000 1.000 25.000 0.000 0.000 0.000 8.760 -0.000 -0.000 8.662 0.000 0.000 1.000 25.000 0.000 0.000 0.000 8.724 -0.000 -0.000 7.453 0.000 0.000 1.000 25.000 0.000 0.000 0.000 8.689 -0.000 -0.000 6.575 0.000 0.000 1.000 25.000 0.000 0.000 0.000 8.653 -0.000 -0.000 5.585 0.000 0.000 1.000 25.000 0.000 0.000 0.000 8.618 -0.000 -0.000 4.476 0.000 0.000 1.000 25.000 0.000 0.000 0.000 8.589 -0.000 -0.000 2.175 0.000 0.000 1.000 25.000 0.000 0.000 0.000 8.580 0.000 -0.000 2.132 0.000 0.000 1.000 25.000 0.000 0.000 0.000 8.580 0.000 -0.000 1.401 0.000 0.000 0.900 22.700 0.000 0.000 0.000 8.580 0.000 -0.000 0.650 0.000 0.000 0.900 22.700 0.000 0.000 0.000 8.580 0.000 -0.000 0.006 0.000 0.000 [End of Data] [End of Strength and Loads] [Stresses] [Column Indication] TotalStress EffectiveStress HydrostaticPore AanpasPore PnLinePore ShearStress NormalStress PreLoadStress POP LoadStress SigmaAlfa WaterLoadStress TotalPore [End of Column Indication] [Data] 15.962 15.962 0.000 0.000 0.000 5.004 9.075 0.000 0.000 0.000 0.000 0.000 0.000 21.854 21.854 0.000 0.000 0.000 6.500 14.031 0.000 0.000 0.000 0.000 0.000 0.000 27.303 27.303 0.000 0.000 0.000 7.949 18.832 0.000 0.000 0.000 0.000 0.000 0.000 32.302 32.302 0.000 0.000 0.000 9.334 23.420 0.000 0.000 0.000 0.000 0.000 0.000 37.118 30.219 1.172 0.000 1.172 9.060 22.511 0.000 0.000 0.000 0.000 5.726 6.899 41.744 32.985 3.375 0.000 3.375 9.940 25.428 0.000 0.000 0.000 0.000 5.385 8.759 45.925 35.504 5.309 0.000 5.309 10.770 28.178 0.000 0.000 0.000 0.000 5.112 10.421 48.746 37.216 6.586 0.000 6.586 11.351 30.101 0.000 0.000 0.000 0.000 4.944 11.530 50.956 41.778 7.735 0.000 7.807 12.180 34.763 0.000 0.000 0.000 0.000 1.371 9.178 51.952 41.213 9.177 0.000 9.417 12.247 34.968 0.000 0.000 0.000 0.000 1.322 10.739 52.564 40.444 10.409 0.000 10.839 12.241 34.950 0.000 0.000 0.000 0.000 1.281 12.119 46.579 34.499 11.447 0.000 12.080 10.709 30.305 0.000 0.000 0.000 0.000 0.000 12.080 46.624 33.475 12.301 0.000 13.149 10.577 29.905 0.000 0.000 0.000 0.000 0.000 13.149 46.314 32.266 12.981 0.000 14.048 10.376 29.298 0.000 0.000 0.000 0.000 0.000 14.048 45.664 30.884 13.494 0.000 14.780 10.111 28.493 0.000 0.000 0.000 0.000 0.000 14.780 44.687 29.341 13.847 0.000 15.346 9.782 27.496 0.000 0.000 0.000 0.000 0.000 15.346 43.392 27.646 14.044 0.000 15.746 9.391 26.313 0.000 0.000 0.000 0.000 0.000 15.746 41.787 25.807 14.088 0.000 15.980 8.941 24.947 0.000 0.000 0.000 0.000 0.000 15.980 39.875 23.832 13.983 0.000 16.043 8.431 23.403 0.000 0.000 0.000 0.000 0.000 16.043 37.661 21.728 13.729 0.000 15.933 7.862 21.680 0.000 0.000 0.000 0.000 0.000 15.933 35.146 19.500 13.327 0.000 15.646 7.235 19.781 0.000 0.000 0.000 0.000 0.000 15.646 32.328 17.153 12.777 0.000 15.175 6.550 17.702 0.000 0.000 0.000 0.000 0.000 15.175 29.205 14.691 12.077 0.000 14.514 5.804 15.443 0.000 0.000 0.000 0.000 0.000 14.514 25.774 12.119 11.226 0.000 13.655 4.997 12.997 0.000 0.000 0.000 0.000 0.000 13.655 22.177 9.588 10.220 0.000 12.589 4.180 10.522 0.000 0.000 0.000 0.000 0.000 12.589 19.566 8.261 9.054 0.000 11.304 3.773 9.289 0.000 0.000 0.000 0.000 0.000 11.304 16.618 6.830 7.724 0.000 9.788 3.315 7.902 0.000 0.000 0.000 0.000 0.000 9.788 13.320 5.294 6.222 0.000 8.026 2.803 6.349 0.000 0.000 0.000 0.000 0.000 8.026 10.409 4.013 4.887 0.000 6.396 2.361 5.009 0.000 0.000 0.000 0.000 0.000 6.396 7.863 3.319 3.749 0.000 4.544 2.129 4.306 0.000 0.000 0.000 0.000 0.000 4.544 5.167 2.491 2.449 0.000 2.676 1.842 3.437 0.000 0.000 0.000 0.000 0.000 2.676 2.064 1.181 0.883 0.000 0.883 1.187 1.860 0.000 0.000 0.000 0.000 0.000 0.883 0.177 0.177 0.000 0.000 0.000 0.840 0.688 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]