Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 01-09-2017 TIME : 18:08:55 FILENAME : D:\src\dam\dam failuremechanisms\damMacroStability\trunk\src\Tests\Files\zuivering Gendt.std CREATED BY : D-Geo Stability version 16.2.2.900 ========================== BEGINNING OF DATA ========================== [Input Data] [VERSION] Soil=1002 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 YieldStress=1000 D-Geo Stability=1006 [END OF VERSION] [SOIL COLLECTION] 3 = number of items [SOIL] zand SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.50 SoilGamWet=19.50 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=30.00 SoilDilatancy=30.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPc=0.00E+00 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=3.57 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 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=1.00 SoilDistPOP=3 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] klei SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.50 SoilGamWet=14.50 SoilRestSlope=0 SoilCohesion=2.00 SoilPhi=18.00 SoilDilatancy=18.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPc=0.00E+00 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=1.00 SoilStdPhi=2.67 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=2.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 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=1.00 SoilDistPOP=3 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] nw dijks SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.50 SoilGamWet=16.50 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=22.50 SoilDilatancy=22.50 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPc=0.00E+00 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=4.00 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 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=1.00 SoilDistPOP=3 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] 33 - Number of geometry points - 1 -150.000 8.700 0.000 2 -88.668 8.700 0.000 3 -30.272 9.500 0.000 4 -25.000 10.450 0.000 5 -14.000 12.000 0.000 6 2.000 17.300 0.000 7 8.500 17.300 0.000 8 19.500 12.300 0.000 9 29.000 11.500 0.000 10 33.800 11.300 0.000 11 37.000 9.700 0.000 12 40.000 9.700 0.000 13 42.600 11.000 0.000 14 53.258 10.750 0.000 15 70.000 10.750 0.000 16 -14.187 10.000 0.000 17 4.000 11.000 0.000 18 8.500 11.000 0.000 19 -150.000 5.900 0.000 20 70.000 5.900 0.000 21 -150.000 -10.000 0.000 22 70.000 -10.000 0.000 23 -150.000 6.500 0.000 24 -14.000 6.500 0.000 25 2.000 14.000 0.000 26 10.500 14.000 0.000 27 19.500 11.300 0.000 28 34.000 10.000 0.000 29 70.000 10.000 0.000 30 -30.293 6.500 0.000 31 20.000 7.600 0.000 32 37.000 8.300 0.000 33 70.000 8.300 0.000 [END OF POINTS] [CURVES] 30 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 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 3 16 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 8 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 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 23 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 32 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 [END OF CURVES] [BOUNDARIES] 4 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 20 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 19 2 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 1 2 15 16 17 18 8 9 10 11 12 13 14 3 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 4 - Number of boundaries - 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 4 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 4 - Number of boundaries - 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 21 22 23 24 25 26 2 - PlLine number 4 - number of curves on PlLine, next line(s) are curvenumbers 27 28 29 30 [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] 3 - Number of layers - 1 - Layer number, next line is material of layer zand 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 klei 99 - Piezometric level line at top of layer 99 - 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 nw dijks 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] dijkvak Ophemert, Hm 63 - 64 profiel aan de norm [MODEL] 1 : Bishop 1 : C phi 0 : Probabilistic off 1 : Mean 1 : Geotextiles on 1 : Nails on 0 : Zone plot off 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [FORBIDDEN LINES] 1 - Forbidden lines 1 8.50 17.30 - X1 Y1 19.50 12.30 - X2 Y2 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 3 Number of layers 3 100 2 100 100 1 100 100 100 0 capillary water not included [degree Temporary loads] 100 0 0 0 capillary water not included [degree Free water(Cu)] 100 100 100 [degree earth quake] 100 100 100 [CIRCLES] 21.556 32.691 11 X-direction 15.092 28.850 11 Y-direction 11.064 5.064 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 6.00 8.50 = xstart and xend 0.00 = distribution angle 1 = permanent 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] [MEASURED YIELD STRESSES] [YIELD STRESSES] 0 = number of items [END OF YIELD STRESSES] [END OF MEASURED YIELD STRESSES] [MINIMAL REQUIRED CIRCLE DEPTH] 5.00 [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 SU] 16.000 Excavation gamma above freatic level 18.000 Excavation gamma below freatic level 15 number of points -150.000 8.700 x y -88.668 8.700 x y -30.272 9.500 x y -25.000 10.450 x y -14.000 12.000 x y 2.000 17.300 x y 8.500 17.300 x y 19.500 12.300 x y 29.000 11.500 x y 33.800 11.300 x y 37.000 9.700 x y 40.000 9.700 x y 42.600 11.000 x y 53.258 10.750 x y 70.000 10.750 x y [END OF REFERENCE LEVEL SU] [LIFT SLIP DATA] 23.196 33.196 6 X-direction Left 16.802 26.802 6 Y-direction Left 47.043 51.227 3 X-direction Right 12.840 16.288 3 Y-direction Right 7.900 7.900 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 3 - Number of layers 3 3 = Pl-top and pl-bottom 2 3 = Pl-top and pl-bottom 99 2 = 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=0.20 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] 3.00 = Width top rest profile [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=30 GenerationCount=60 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 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] [MODEL SPECIAL] IsAlternativeStrength=0 IsAdditionalPorePressure=0 [END OF MODEL SPECIAL] [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] 21.56 19.22 14.16 2.44 21.56 20.60 15.53 2.26 21.56 20.60 14.53 1.78 21.56 20.60 13.53 1.75 21.56 21.97 16.91 2.17 21.56 21.97 15.91 1.68 21.56 21.97 14.91 1.63 21.56 23.35 18.28 2.12 21.56 23.35 17.28 1.64 21.56 23.35 16.28 1.56 21.56 24.72 19.66 2.08 21.56 24.72 18.66 1.62 21.56 24.72 17.66 1.53 21.56 26.10 21.03 2.06 21.56 26.10 20.03 1.61 21.56 26.10 19.03 1.52 21.56 26.10 18.03 1.43 21.56 27.47 22.41 2.04 21.56 27.47 21.41 1.61 21.56 27.47 20.41 1.53 21.56 27.47 19.41 1.43 21.56 28.85 23.79 2.04 21.56 28.85 22.79 1.60 21.56 28.85 21.79 1.53 21.56 28.85 20.79 1.44 22.67 20.60 15.53 2.41 22.67 21.97 16.91 2.23 22.67 21.97 15.91 1.81 22.67 23.35 18.28 2.13 22.67 23.35 17.28 1.70 22.67 23.35 16.28 1.68 22.67 24.72 19.66 2.08 22.67 24.72 18.66 1.64 22.67 24.72 17.66 1.60 22.67 26.10 21.03 2.04 22.67 26.10 20.03 1.61 22.67 26.10 19.03 1.56 22.67 27.47 22.41 2.01 22.67 27.47 21.41 1.60 22.67 27.47 20.41 1.54 22.67 28.85 23.79 1.99 22.67 28.85 22.79 1.59 22.67 28.85 21.79 1.54 23.78 21.97 16.91 2.35 23.78 23.35 18.28 2.18 23.78 23.35 17.28 1.80 23.78 24.72 19.66 2.08 23.78 24.72 18.66 1.69 23.78 24.72 17.66 1.73 23.78 26.10 21.03 2.02 23.78 26.10 20.03 1.62 23.78 26.10 19.03 1.63 23.78 27.47 22.41 1.99 23.78 27.47 21.41 1.59 23.78 27.47 20.41 1.57 23.78 28.85 23.79 1.97 23.78 28.85 22.79 1.57 23.78 28.85 21.79 1.55 24.90 23.35 18.28 2.28 24.90 24.72 19.66 2.13 24.90 24.72 18.66 1.78 24.90 26.10 21.03 2.04 24.90 26.10 20.03 1.66 24.90 27.47 22.41 1.99 24.90 27.47 21.41 1.59 24.90 28.85 23.79 1.97 24.90 28.85 22.79 1.56 26.01 24.72 19.66 2.25 26.01 26.10 21.03 2.12 26.01 26.10 20.03 1.75 26.01 27.47 22.41 2.03 26.01 27.47 21.41 1.65 26.01 28.85 23.79 1.99 26.01 28.85 22.79 1.59 27.12 26.10 21.03 2.27 27.12 27.47 22.41 2.17 27.12 27.47 21.41 1.76 27.12 28.85 23.79 2.11 27.12 28.85 22.79 1.67 28.24 15.09 9.03 5.76 28.24 27.47 22.41 2.44 28.24 28.85 23.79 2.32 29.35 15.09 10.03 5.68 29.35 15.09 9.03 4.66 29.35 16.47 10.40 4.06 30.46 15.09 10.03 5.09 30.46 15.09 9.03 3.88 30.46 16.47 11.40 4.77 30.46 16.47 10.40 3.56 30.46 17.84 11.78 3.37 31.58 15.09 10.03 4.69 31.58 15.09 9.03 3.40 31.58 16.47 11.40 4.56 31.58 16.47 10.40 3.23 31.58 17.84 12.78 4.67 31.58 17.84 11.78 3.14 31.58 19.22 13.16 3.14 31.58 20.60 14.53 3.27 32.69 15.09 10.03 4.61 32.69 15.09 9.03 3.11 32.69 16.47 11.40 4.88 32.69 16.47 10.40 3.07 32.69 17.84 12.78 5.17 32.69 17.84 11.78 3.20 32.69 19.22 14.16 5.40 32.69 19.22 13.16 3.45 32.69 20.60 15.53 5.58 32.69 20.60 14.53 3.67 32.69 21.97 15.91 3.85 20.44 17.84 12.78 2.48 20.44 19.22 14.16 2.28 20.44 19.22 13.16 1.78 20.44 19.22 12.16 1.73 20.44 20.60 15.53 2.17 20.44 20.60 14.53 1.67 20.44 20.60 13.53 1.60 20.44 20.60 12.53 1.56 20.44 21.97 16.91 2.13 20.44 21.97 15.91 1.62 20.44 21.97 14.91 1.53 20.44 21.97 13.91 1.46 20.44 23.35 18.28 2.11 20.44 23.35 17.28 1.61 20.44 23.35 16.28 1.50 20.44 23.35 15.28 1.41 20.44 24.72 19.66 2.10 20.44 24.72 18.66 1.61 20.44 24.72 17.66 1.50 20.44 24.72 16.66 1.40 20.44 26.10 21.03 2.09 20.44 26.10 20.03 1.61 20.44 26.10 19.03 1.51 20.44 26.10 18.03 1.40 20.44 27.47 22.41 2.10 20.44 27.47 21.41 1.62 20.44 27.47 20.41 1.52 20.44 27.47 19.41 1.42 20.44 28.85 23.79 2.11 20.44 28.85 22.79 1.63 20.44 28.85 21.79 1.53 20.44 28.85 20.79 1.43 19.33 17.84 12.78 2.33 19.33 17.84 11.78 1.81 19.33 19.22 14.16 2.20 19.33 19.22 13.16 1.68 19.33 19.22 12.16 1.60 19.33 19.22 11.16 1.55 19.33 20.60 15.53 2.15 19.33 20.60 14.53 1.62 19.33 20.60 13.53 1.52 19.33 20.60 12.53 1.45 19.33 21.97 16.91 2.12 19.33 21.97 15.91 1.60 19.33 21.97 14.91 1.49 19.33 21.97 13.91 1.39 19.33 23.35 18.28 2.12 19.33 23.35 17.28 1.60 19.33 23.35 16.28 1.49 19.33 23.35 15.28 1.38 19.33 24.72 19.66 2.12 19.33 24.72 18.66 1.60 19.33 24.72 17.66 1.50 19.33 24.72 16.66 1.39 19.33 26.10 21.03 2.14 19.33 26.10 20.03 1.61 19.33 26.10 19.03 1.51 19.33 26.10 18.03 1.41 19.33 27.47 22.41 2.17 19.33 27.47 21.41 1.64 19.33 27.47 20.41 1.52 19.33 27.47 19.41 1.43 19.33 27.47 18.41 1.33 19.33 28.85 23.79 2.20 19.33 28.85 22.79 1.66 19.33 28.85 21.79 1.55 19.33 28.85 20.79 1.45 19.33 28.85 19.79 1.35 18.22 17.84 12.78 2.27 18.22 17.84 11.78 1.73 18.22 17.84 10.78 1.66 18.22 17.84 9.78 1.58 18.22 19.22 14.16 2.20 18.22 19.22 13.16 1.65 18.22 19.22 12.16 1.54 18.22 19.22 11.16 1.46 18.22 20.60 15.53 2.16 18.22 20.60 14.53 1.62 18.22 20.60 13.53 1.51 18.22 20.60 12.53 1.39 18.22 21.97 16.91 2.15 18.22 21.97 15.91 1.61 18.22 21.97 14.91 1.50 18.22 21.97 13.91 1.38 18.22 21.97 12.91 1.28 18.22 23.35 18.28 2.15 18.22 23.35 17.28 1.61 18.22 23.35 16.28 1.50 18.22 23.35 15.28 1.39 18.22 23.35 14.28 1.28 18.22 24.72 19.66 2.17 18.22 24.72 18.66 1.62 18.22 24.72 17.66 1.51 18.22 24.72 16.66 1.41 18.22 24.72 15.66 1.30 18.22 26.10 21.03 2.21 18.22 26.10 20.03 1.65 18.22 26.10 19.03 1.53 18.22 26.10 18.03 1.43 18.22 26.10 17.03 1.33 18.22 27.47 22.41 2.25 18.22 27.47 21.41 1.68 18.22 27.47 20.41 1.55 18.22 27.47 19.41 1.45 18.22 27.47 18.41 1.35 18.22 28.85 23.79 2.30 18.22 28.85 22.79 1.71 18.22 28.85 21.79 1.58 18.22 28.85 20.79 1.48 18.22 28.85 19.79 1.38 17.10 17.84 12.78 2.29 17.10 17.84 11.78 1.70 17.10 17.84 10.78 1.60 17.10 17.84 9.78 1.51 17.10 17.84 8.78 1.43 17.10 19.22 14.16 2.24 17.10 19.22 13.16 1.66 17.10 19.22 12.16 1.53 17.10 19.22 11.16 1.42 17.10 19.22 10.16 1.33 17.10 20.60 15.53 2.21 17.10 20.60 14.53 1.64 17.10 20.60 13.53 1.52 17.10 20.60 12.53 1.40 17.10 20.60 11.53 1.29 17.10 21.97 16.91 2.21 17.10 21.97 15.91 1.63 17.10 21.97 14.91 1.52 17.10 21.97 13.91 1.41 17.10 21.97 12.91 1.29 17.10 23.35 18.28 2.22 17.10 23.35 17.28 1.65 17.10 23.35 16.28 1.53 17.10 23.35 15.28 1.42 17.10 23.35 14.28 1.31 17.10 24.72 19.66 2.26 17.10 24.72 18.66 1.67 17.10 24.72 17.66 1.55 17.10 24.72 16.66 1.44 17.10 24.72 15.66 1.34 17.10 26.10 21.03 2.31 17.10 26.10 20.03 1.70 17.10 26.10 19.03 1.57 17.10 26.10 18.03 1.47 17.10 26.10 17.03 1.37 17.10 27.47 22.41 2.36 17.10 27.47 21.41 1.74 17.10 27.47 20.41 1.61 17.10 27.47 19.41 1.49 17.10 27.47 18.41 1.40 17.10 27.47 17.41 1.31 17.10 28.85 23.79 2.42 17.10 28.85 22.79 1.78 17.10 28.85 21.79 1.65 17.10 28.85 20.79 1.53 17.10 28.85 19.79 1.43 17.10 28.85 18.79 1.35 [End of Data] [END OF ZONE RESULTS] [CircleResults] 11.064 5.064 7 11 11 18.216 21.971 12.907 1.276 17.102 15.092 0.000 9999.999 17.102 16.468 0.000 9999.999 17.102 17.844 8.780 1.435 17.102 19.219 10.155 1.332 17.102 20.595 11.531 1.286 17.102 21.971 12.907 1.294 17.102 23.347 14.283 1.315 17.102 24.723 15.659 1.341 17.102 26.098 17.034 1.370 17.102 27.474 17.410 1.309 17.102 28.850 18.786 1.345 18.216 15.092 0.000 9999.999 18.216 16.468 0.000 9999.999 18.216 17.844 9.780 1.579 18.216 19.219 11.155 1.457 18.216 20.595 12.531 1.391 18.216 21.971 12.907 1.276 18.216 23.347 14.283 1.282 18.216 24.723 15.659 1.302 18.216 26.098 17.034 1.327 18.216 27.474 18.410 1.354 18.216 28.850 19.786 1.383 19.329 15.092 0.000 9999.999 19.329 16.468 0.000 9999.999 19.329 17.844 11.780 1.814 19.329 19.219 11.155 1.550 19.329 20.595 12.531 1.446 19.329 21.971 13.907 1.391 19.329 23.347 15.283 1.382 19.329 24.723 16.659 1.391 19.329 26.098 18.034 1.406 19.329 27.474 18.410 1.326 19.329 28.850 19.786 1.350 20.443 15.092 0.000 9999.999 20.443 16.468 0.000 9999.999 20.443 17.844 12.780 2.479 20.443 19.219 12.155 1.729 20.443 20.595 12.531 1.561 20.443 21.971 13.907 1.463 20.443 23.347 15.283 1.411 20.443 24.723 16.659 1.396 20.443 26.098 18.034 1.403 20.443 27.474 19.410 1.417 20.443 28.850 20.786 1.435 21.556 15.092 0.000 9999.999 21.556 16.468 0.000 9999.999 21.556 17.844 0.000 9999.999 21.556 19.219 14.155 2.437 21.556 20.595 13.531 1.750 21.556 21.971 14.907 1.627 21.556 23.347 16.283 1.555 21.556 24.723 17.659 1.527 21.556 26.098 18.034 1.425 21.556 27.474 19.410 1.430 21.556 28.850 20.786 1.440 22.670 15.092 0.000 9999.999 22.670 16.468 0.000 9999.999 22.670 17.844 0.000 9999.999 22.670 19.219 0.000 9999.999 22.670 20.595 15.531 2.412 22.670 21.971 15.907 1.806 22.670 23.347 16.283 1.681 22.670 24.723 17.659 1.602 22.670 26.098 19.034 1.557 22.670 27.474 20.410 1.544 22.670 28.850 21.786 1.538 23.783 15.092 0.000 9999.999 23.783 16.468 0.000 9999.999 23.783 17.844 0.000 9999.999 23.783 19.219 0.000 9999.999 23.783 20.595 0.000 9999.999 23.783 21.971 16.907 2.348 23.783 23.347 17.283 1.801 23.783 24.723 18.659 1.690 23.783 26.098 20.034 1.622 23.783 27.474 20.410 1.571 23.783 28.850 21.786 1.546 24.897 15.092 0.000 9999.999 24.897 16.468 0.000 9999.999 24.897 17.844 0.000 9999.999 24.897 19.219 0.000 9999.999 24.897 20.595 0.000 9999.999 24.897 21.971 0.000 9999.999 24.897 23.347 18.283 2.278 24.897 24.723 18.659 1.776 24.897 26.098 20.034 1.665 24.897 27.474 21.410 1.592 24.897 28.850 22.786 1.560 26.010 15.092 0.000 9999.999 26.010 16.468 0.000 9999.999 26.010 17.844 0.000 9999.999 26.010 19.219 0.000 9999.999 26.010 20.595 0.000 9999.999 26.010 21.971 0.000 9999.999 26.010 23.347 0.000 9999.999 26.010 24.723 19.659 2.254 26.010 26.098 20.034 1.753 26.010 27.474 21.410 1.652 26.010 28.850 22.786 1.585 27.124 15.092 0.000 9999.999 27.124 16.468 0.000 9999.999 27.124 17.844 0.000 9999.999 27.124 19.219 0.000 9999.999 27.124 20.595 0.000 9999.999 27.124 21.971 0.000 9999.999 27.124 23.347 0.000 9999.999 27.124 24.723 0.000 9999.999 27.124 26.098 21.034 2.273 27.124 27.474 21.410 1.765 27.124 28.850 22.786 1.665 28.237 15.092 9.028 5.757 28.237 16.468 0.000 9999.999 28.237 17.844 0.000 9999.999 28.237 19.219 0.000 9999.999 28.237 20.595 0.000 9999.999 28.237 21.971 0.000 9999.999 28.237 23.347 0.000 9999.999 28.237 24.723 0.000 9999.999 28.237 26.098 0.000 9999.999 28.237 27.474 22.410 2.442 28.237 28.850 23.786 2.325 [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] 1.276 34 18.216 21.971 12.907 6.183 26.091 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] 6.810 6.183 15.929 17.300 17.300 17.300 7.437 6.810 14.871 15.929 17.300 17.300 8.064 7.437 14.000 14.871 17.300 17.300 8.500 8.064 13.474 14.000 17.300 17.300 9.000 8.500 12.934 13.474 17.073 17.300 9.500 9.000 12.451 12.934 16.845 17.073 10.000 9.500 12.016 12.451 16.618 16.845 10.500 10.000 11.624 12.016 16.391 16.618 10.967 10.500 11.292 11.624 16.179 16.391 11.581 10.967 10.900 11.292 15.899 16.179 12.195 11.581 10.554 10.900 15.620 15.899 12.810 12.195 10.251 10.554 15.341 15.620 13.424 12.810 9.986 10.251 15.062 15.341 14.038 13.424 9.759 9.986 14.783 15.062 14.652 14.038 9.566 9.759 14.504 14.783 15.266 14.652 9.405 9.566 14.224 14.504 15.881 15.266 9.277 9.405 13.945 14.224 16.495 15.881 9.179 9.277 13.666 13.945 17.109 16.495 9.112 9.179 13.387 13.666 17.707 17.109 9.074 9.112 13.115 13.387 18.305 17.707 9.064 9.074 12.843 13.115 18.902 18.305 9.082 9.064 12.572 12.843 19.500 18.902 9.128 9.082 12.300 12.572 20.154 19.500 9.210 9.128 12.245 12.300 20.808 20.154 9.327 9.210 12.190 12.245 21.463 20.808 9.479 9.327 12.135 12.190 22.117 21.463 9.668 9.479 12.080 12.135 22.771 22.117 9.895 9.668 12.025 12.080 23.425 22.771 10.162 9.895 11.969 12.025 24.079 23.425 10.473 10.162 11.914 11.969 24.734 24.079 10.831 10.473 11.859 11.914 25.186 24.734 11.108 10.831 11.821 11.859 25.638 25.186 11.412 11.108 11.783 11.821 26.091 25.638 11.745 11.412 11.745 11.783 [End of Data] [End of SliceGeometry] [strength and Loads] [Column Indication] CohBottom PhiBottom Dilatancy Cu K0 PoreOnSurface YFrea HPoreOnSurface VPoreOnSurface Weight ExternalLoad PseudoFactor Strengthtype [End of Column Indication] [Data] 0.000 22.500 22.500 0.000 0.000 0.000 14.000 0.000 -0.000 7.092 8.149 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 0.000 -0.000 19.657 8.149 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 0.000 -0.000 29.631 8.149 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 0.000 -0.000 25.635 5.669 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 -0.000 -0.000 32.854 0.000 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 -0.000 -0.000 35.199 0.000 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 -0.000 -0.000 37.110 0.000 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 -0.000 -0.000 38.647 0.000 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 13.930 -0.000 -0.000 37.198 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 13.768 -0.000 -0.000 49.813 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 13.584 -0.000 -0.000 50.179 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 13.399 -0.000 -0.000 50.150 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 13.215 -0.000 -0.000 49.759 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 13.031 -0.000 -0.000 49.031 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 12.846 -0.000 -0.000 47.986 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 12.662 -0.000 -0.000 46.641 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 12.478 -0.000 -0.000 45.008 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 12.294 -0.000 -0.000 43.097 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 12.109 -0.000 -0.000 40.915 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.928 -0.000 -0.000 37.473 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.748 -0.000 -0.000 34.913 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.569 -0.000 -0.000 32.113 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.390 -0.000 -0.000 29.073 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.271 -0.000 -0.000 29.437 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.212 -0.000 -0.000 27.970 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.153 -0.000 -0.000 26.173 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.095 -0.000 -0.000 24.035 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.036 -0.000 -0.000 21.542 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 10.977 -0.000 -0.000 18.674 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 10.919 -0.000 -0.000 15.409 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 10.860 -0.000 -0.000 11.715 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 10.810 -0.000 -0.000 5.712 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 10.770 -0.000 -0.000 3.556 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 10.729 -0.000 -0.000 1.217 0.000 0.000 1 [End of Data] [End of Strength and Loads] [Stresses] [Column Indication] TotalStress EffectiveStress HydrostaticPore AanpasPore PnLinePore ShearStress NormalStress LoadStress NormalStress WaterLoadStress TotalPore [End of Column Indication] [Data] 24.314 24.314 0.000 0.000 0.000 5.889 14.216 13.000 14.216 0.000 0.000 44.357 44.357 0.000 0.000 0.000 11.869 28.654 13.000 28.654 0.000 0.000 60.268 60.268 0.000 0.000 0.000 17.206 41.539 13.000 41.539 0.000 0.000 71.790 71.330 2.580 0.000 0.460 21.230 51.254 13.000 51.254 0.000 0.460 65.708 64.307 7.808 0.000 1.402 19.723 47.615 0.000 47.615 0.000 1.402 70.398 68.078 12.826 0.000 2.320 21.465 51.821 0.000 51.821 0.000 2.320 74.220 71.063 17.328 0.000 3.157 22.955 55.419 0.000 55.419 0.000 3.157 77.293 73.368 21.385 0.000 3.925 24.219 58.471 0.000 58.471 0.000 3.925 79.646 75.124 24.252 0.000 4.522 25.277 61.023 0.000 61.023 0.000 4.522 81.103 76.074 26.214 0.000 5.028 22.982 64.577 0.000 64.577 0.000 5.028 81.699 76.145 28.025 0.000 5.553 23.389 65.829 0.000 65.829 0.000 5.553 81.652 75.630 29.400 0.000 6.022 23.605 66.493 0.000 66.493 0.000 6.022 81.015 74.581 30.376 0.000 6.434 23.642 66.608 0.000 66.608 0.000 6.434 79.829 73.039 30.981 0.000 6.790 23.512 66.207 0.000 66.207 0.000 6.790 78.128 71.040 31.238 0.000 7.089 23.223 65.316 0.000 65.316 0.000 7.089 75.938 68.612 31.163 0.000 7.326 22.780 63.955 0.000 63.955 0.000 7.326 73.280 65.780 30.772 0.000 7.500 22.191 62.141 0.000 62.141 0.000 7.500 70.168 62.564 30.074 0.000 7.604 21.459 59.887 0.000 59.887 0.000 7.604 66.616 58.982 29.077 0.000 7.633 20.587 57.204 0.000 57.204 0.000 7.633 62.690 55.108 27.810 0.000 7.582 19.593 54.145 0.000 54.145 0.000 7.582 58.408 50.964 26.282 0.000 7.444 18.483 50.729 0.000 50.729 0.000 7.444 53.724 46.514 24.483 0.000 7.210 17.245 46.920 0.000 46.920 0.000 7.210 48.637 41.768 22.411 0.000 6.869 15.881 42.722 0.000 42.722 0.000 6.869 44.996 38.486 20.615 0.000 6.511 14.985 39.964 0.000 39.964 0.000 6.511 42.754 36.583 19.063 0.000 6.172 14.547 38.617 0.000 38.617 0.000 6.172 40.008 34.299 17.170 0.000 5.709 13.971 36.843 0.000 36.843 0.000 5.709 36.739 31.644 14.924 0.000 5.096 13.255 34.639 0.000 34.639 0.000 5.096 32.928 28.612 12.310 0.000 4.316 12.391 31.981 0.000 31.981 0.000 4.316 28.545 25.194 9.310 0.000 3.351 11.370 28.837 0.000 28.837 0.000 3.351 23.553 21.374 5.898 0.000 2.179 10.176 25.164 0.000 25.164 0.000 2.179 17.907 17.132 2.043 0.000 0.775 8.791 20.901 0.000 20.901 0.000 0.775 12.626 12.626 0.000 0.000 0.000 7.232 16.101 0.000 16.101 0.000 0.000 7.860 7.860 0.000 0.000 0.000 5.494 10.753 0.000 10.753 0.000 0.000 2.690 2.690 0.000 0.000 0.000 3.537 4.731 0.000 4.731 0.000 0.000 [End of Data] [End of Stresses] [CUCalculates results} [Column Indication] PreLoadStress Yieldstress POP OCR Exponent SFactor [End of Column Indication] [Data] 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 0.000 0.000 0.000 0.000 0.800 0.100 [End of Data] [End of CUCalculates results} [End of Dump] [CALCULATION TIME] 00:00:02 [END OF CALCULATION TIME] [End of Dump File]