Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : Stichting Deltares DATE : 29-01-2018 TIME : 17:33:15 FILENAME : D:\src\dam\DamFailureMechanisms\damMacroStability\trunk\src\Tests\Files\ReadFolder\TestUpliftVan.std CREATED BY : D-Geo Stability version 18.1.1.3 ========================== BEGINNING OF DATA ========================== [Input Data] [VERSION] Soil=1003 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 YieldStress=1001 D-Geo Stability=1008 [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 SoilPOPTop=0.00 SoilPOPBottom=0.00 SoilAdditionalFactorLEM=1.00 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 SoilPOPTop=0.00 SoilPOPBottom=0.00 SoilAdditionalFactorLEM=1.00 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 SoilPOPTop=0.00 SoilPOPBottom=0.00 SoilAdditionalFactorLEM=1.00 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 [END OF RUN IDENTIFICATION TITLES] [MODEL] 4 : Uplift Van 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 [END OF MSEEPNET] [FORBIDDEN LINES] 1 - Forbidden lines 1 8.50 17.30 - X1 Y1 19.50 12.30 - X2 Y2 [END OF FORBIDDEN LINES] [UNIT WEIGHT WATER] 9.81 : Unit weight water [END OF UNIT WEIGHT WATER] [DEGREE OF CONSOLIDATION] 3 Number of layers 3 100 2 100 100 1 100 100 100 0 capillary water not included [END OF DEGREE OF CONSOLIDATION] [DEGREE TEMPORARY LOADS] 100 0 0 0 capillary water not included [END OF DEGREE TEMPORARY LOADS] [DEGREE EARTH QUAKE] 100 100 100 [END OF DEGREE EARTH QUAKE] [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 [END OF CIRCLES] [SPENCER SLIP DATA] 0 Number of points [END OF SPENCER SLIP DATA] [SPENCER SLIP DATA 2] 0 Number of points [END OF SPENCER SLIP DATA 2] [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [END OF SPENCER SLIP INTERVAL] [LINE LOADS] 0 = number of items [END OF LINE LOADS] [UNIFORM LOADS] 1 = number of items verkeer 13.00 = magnitude 6.00 8.50 = xstart and xend 0.00 = distribution angle 1 = permanent load [END OF UNIFORM LOADS] [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 [END OF EARTH QUAKE] [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] [END OF MINIMAL REQUIRED CIRCLE DEPTH] [SLIP CIRCLE SELECTION] IsMinXEntryUsed=0 IsMaxXEntryUsed=0 XEntryMin=0.00 XEntryMax=0.00 [END OF SLIP CIRCLE SELECTION] [START VALUE SAFETY FACTOR] 1.000 [-] [END OF START VALUE SAFETY FACTOR] [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] 10.000 40.000 5 X-direction Left 15.000 25.000 5 Y-direction Left 40.000 60.000 5 X-direction Right 10.000 15.000 5 Y-direction Right 5.000 9.000 5 Y-direction tangent lines 0 Automatic grid calculation (1) [MULTIPLE LIFT TANGENTS] 5 Number of tangentlines 5.000 6.000 7.000 8.000 9.000 [END OF MULTIPLE LIFT TANGENTS] [END OF LIFT SLIP DATA] [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 [END OF EXTERNAL WATER LEVELS] [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 [END OF MODEL FACTOR] [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 [END OF NEWZONE PLOT DATA] [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 [END OF REQUESTED CIRCLE SLICES] [REQUESTED LIFT SLICES] 50 = number of slices [END OF REQUESTED LIFT SLICES] [REQUESTED SPENCER SLICES] 50 = number of slices [END OF REQUESTED SPENCER 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] 10.000 17.500 12.500 4.635 10.000 17.500 11.500 2.901 10.000 17.500 10.500 2.648 10.000 17.500 9.500 2.431 10.000 17.500 8.500 1.831 10.000 20.000 15.000 4.589 10.000 20.000 14.000 2.871 10.000 20.000 13.000 2.614 10.000 20.000 12.000 2.393 10.000 20.000 11.000 1.909 10.000 22.500 17.500 4.694 10.000 22.500 16.500 2.941 10.000 22.500 15.500 2.681 10.000 22.500 14.500 2.459 10.000 22.500 13.500 2.255 10.000 25.000 20.000 4.867 10.000 25.000 19.000 3.050 10.000 25.000 18.000 2.787 10.000 25.000 17.000 2.561 10.000 25.000 16.000 2.358 17.500 17.500 12.500 3.434 17.500 17.500 11.500 2.307 17.500 17.500 10.500 2.191 17.500 17.500 9.500 2.067 17.500 20.000 15.000 3.166 17.500 20.000 14.000 2.116 17.500 20.000 13.000 1.956 17.500 20.000 12.000 1.786 17.500 20.000 11.000 1.535 17.500 22.500 17.500 3.038 17.500 22.500 16.500 2.043 17.500 22.500 15.500 1.890 17.500 22.500 14.500 1.735 17.500 22.500 13.500 1.493 17.500 25.000 20.000 3.023 17.500 25.000 19.000 2.030 17.500 25.000 18.000 1.868 17.500 25.000 17.000 1.725 17.500 25.000 16.000 1.514 25.000 22.500 17.500 3.502 25.000 25.000 20.000 3.014 25.000 25.000 19.000 2.232 32.500 15.000 10.000 12.429 32.500 15.000 9.000 8.288 32.500 17.500 12.500 10.464 32.500 17.500 11.500 7.056 32.500 20.000 15.000 9.274 32.500 20.000 14.000 6.400 32.500 22.500 16.500 5.980 40.000 15.000 10.000 33.823 40.000 17.500 12.500 17.932 40.000 20.000 15.000 13.721 40.000 22.500 17.500 11.627 40.000 25.000 20.000 10.374 10.000 17.500 12.500 4.014 10.000 17.500 11.500 2.504 10.000 17.500 10.500 2.336 10.000 17.500 9.500 1.808 10.000 17.500 8.500 1.761 10.000 20.000 15.000 3.988 10.000 20.000 14.000 2.492 10.000 20.000 13.000 2.320 10.000 20.000 12.000 1.889 10.000 20.000 11.000 1.837 10.000 22.500 17.500 4.082 10.000 22.500 16.500 2.559 10.000 22.500 15.500 2.385 10.000 22.500 14.500 2.009 10.000 22.500 13.500 1.956 10.000 25.000 20.000 4.230 10.000 25.000 19.000 2.657 10.000 25.000 18.000 2.481 10.000 25.000 17.000 2.347 10.000 25.000 16.000 2.087 17.500 17.500 12.500 2.875 17.500 17.500 11.500 1.926 17.500 17.500 10.500 1.623 17.500 17.500 9.500 1.603 17.500 20.000 15.000 2.668 17.500 20.000 14.000 1.793 17.500 20.000 13.000 1.525 17.500 20.000 12.000 1.461 17.500 20.000 11.000 1.426 17.500 22.500 17.500 2.587 17.500 22.500 16.500 1.748 17.500 22.500 15.500 1.522 17.500 22.500 14.500 1.459 17.500 22.500 13.500 1.392 17.500 25.000 20.000 2.587 17.500 25.000 19.000 1.749 17.500 25.000 18.000 1.541 17.500 25.000 17.000 1.479 17.500 25.000 16.000 1.421 25.000 22.500 17.500 2.682 25.000 25.000 20.000 2.339 25.000 25.000 19.000 1.774 32.500 15.000 10.000 5.678 32.500 15.000 9.000 3.640 32.500 17.500 12.500 5.200 32.500 17.500 11.500 3.392 32.500 20.000 15.000 4.925 32.500 20.000 14.000 3.264 32.500 22.500 16.500 3.190 10.000 17.500 12.500 4.200 10.000 17.500 11.500 2.742 10.000 17.500 10.500 2.513 10.000 17.500 9.500 2.309 10.000 17.500 8.500 2.131 10.000 20.000 15.000 4.218 10.000 20.000 14.000 2.743 10.000 20.000 13.000 2.503 10.000 20.000 12.000 2.289 10.000 20.000 11.000 2.097 10.000 22.500 17.500 4.363 10.000 22.500 16.500 2.835 10.000 22.500 15.500 2.587 10.000 22.500 14.500 2.367 10.000 22.500 13.500 2.176 10.000 25.000 20.000 4.575 10.000 25.000 19.000 2.970 10.000 25.000 18.000 2.712 10.000 25.000 17.000 2.485 10.000 25.000 16.000 2.293 17.500 17.500 12.500 2.844 17.500 17.500 11.500 2.036 17.500 17.500 10.500 1.915 17.500 17.500 9.500 1.804 17.500 20.000 15.000 2.621 17.500 20.000 14.000 1.877 17.500 20.000 13.000 1.718 17.500 20.000 12.000 1.559 17.500 20.000 11.000 1.333 17.500 22.500 17.500 2.539 17.500 22.500 16.500 1.822 17.500 22.500 15.500 1.670 17.500 22.500 14.500 1.525 17.500 22.500 13.500 1.309 17.500 25.000 20.000 2.545 17.500 25.000 19.000 1.824 17.500 25.000 18.000 1.667 17.500 25.000 17.000 1.530 17.500 25.000 16.000 1.344 10.000 17.500 12.500 3.792 10.000 17.500 11.500 2.712 10.000 17.500 11.500 2.552 10.000 17.500 10.500 2.604 10.000 17.500 10.500 2.411 10.000 17.500 9.500 1.865 10.000 17.500 8.500 1.726 10.000 20.000 15.000 3.974 10.000 20.000 14.000 2.956 10.000 20.000 14.000 2.537 10.000 20.000 13.000 2.824 10.000 20.000 13.000 2.390 10.000 20.000 12.000 1.949 10.000 20.000 11.000 1.868 10.000 22.500 17.500 4.073 10.000 22.500 16.500 3.268 10.000 22.500 16.500 2.606 10.000 22.500 15.500 3.119 10.000 22.500 15.500 2.458 10.000 22.500 14.500 2.354 10.000 22.500 13.500 2.030 10.000 25.000 20.000 4.225 10.000 25.000 19.000 3.628 10.000 25.000 19.000 2.710 10.000 25.000 18.000 3.463 10.000 25.000 18.000 2.560 10.000 25.000 17.000 2.458 10.000 25.000 16.000 2.290 17.500 17.500 12.500 2.834 17.500 17.500 11.500 1.663 17.500 17.500 10.500 1.650 17.500 17.500 9.500 1.578 17.500 20.000 15.000 2.613 17.500 20.000 14.000 1.604 17.500 20.000 13.000 1.550 17.500 20.000 12.000 1.422 17.500 20.000 11.000 1.335 17.500 22.500 17.500 2.531 17.500 22.500 16.500 1.603 17.500 22.500 15.500 1.545 17.500 22.500 14.500 1.423 17.500 22.500 13.500 1.311 17.500 25.000 20.000 2.536 17.500 25.000 19.000 1.630 17.500 25.000 18.000 1.564 17.500 25.000 17.000 1.448 17.500 25.000 16.000 1.346 25.000 22.500 17.500 2.549 25.000 25.000 20.000 2.171 25.000 25.000 19.000 1.677 13.750 21.250 12.250 1.480 13.750 22.500 13.500 1.508 13.750 23.750 14.750 1.544 17.500 21.250 12.250 1.287 17.500 22.500 13.500 1.296 17.500 23.750 14.750 1.312 [End of Data] [RefinementResults] 1 0 13.750 21.250 21.250 23.750 3 3 17.500 22.500 14.375 15.625 3 3 13.750 21.250 12.250 17.500 15.625 6.625 1.480 13.750 22.500 13.500 17.500 15.625 6.625 1.508 13.750 23.750 14.750 17.500 15.625 6.625 1.544 17.500 21.250 12.250 17.500 15.625 6.625 1.287 17.500 22.500 13.500 17.500 15.625 6.625 1.296 17.500 23.750 14.750 17.500 15.625 6.625 1.312 21.250 21.250 12.250 22.500 14.375 5.375 9999.999 21.250 22.500 13.500 22.500 14.375 5.375 9999.999 21.250 23.750 14.750 22.500 14.375 5.375 9999.999 17.500 14.375 12.250 17.500 14.375 5.375 1.300 17.500 15.000 12.250 17.500 15.000 6.000 1.292 17.500 15.625 12.250 17.500 15.625 6.625 1.287 20.000 14.375 12.250 20.000 14.375 5.375 1.302 20.000 15.000 12.250 20.000 15.000 6.000 1.302 20.000 15.625 12.250 20.000 15.625 6.625 1.302 22.500 14.375 12.250 22.500 14.375 5.375 1.348 22.500 15.000 12.250 22.500 15.000 6.000 1.348 22.500 15.625 12.250 22.500 15.625 6.625 1.349 [CircleResults] 5.000 5.000 1 5 5 5 5 17.500 21.250 12.250 17.500 15.625 6.625 1.287 10.000 15.000 10.000 10.000 13.750 8.750 9999.999 10.000 17.500 8.500 20.000 18.750 9.750 1.726 10.000 20.000 11.000 25.000 18.750 9.750 1.868 10.000 22.500 13.500 30.000 18.750 9.750 2.030 10.000 25.000 16.000 20.000 17.500 8.500 2.290 17.500 15.000 10.000 20.000 13.750 8.750 9999.999 17.500 17.500 9.500 20.000 18.750 10.750 1.578 17.500 20.000 11.000 20.000 16.250 7.250 1.335 17.500 22.500 13.500 17.500 15.625 6.625 1.296 17.500 25.000 16.000 20.000 16.250 7.250 1.346 25.000 15.000 10.000 25.000 13.750 8.750 9999.999 25.000 17.500 12.500 25.000 13.750 8.750 9999.999 25.000 20.000 15.000 25.000 13.750 8.750 9999.999 25.000 22.500 17.500 25.000 18.750 13.750 2.549 25.000 25.000 19.000 30.000 18.750 12.750 1.677 32.500 15.000 10.000 32.500 15.000 10.000 9999.999 32.500 17.500 12.500 32.500 17.500 12.500 9999.999 32.500 20.000 15.000 32.500 20.000 15.000 9999.999 32.500 22.500 17.500 32.500 22.500 17.500 9999.999 32.500 25.000 20.000 32.500 25.000 20.000 9999.999 40.000 15.000 10.000 40.000 15.000 10.000 9999.999 40.000 17.500 12.500 40.000 17.500 12.500 9999.999 40.000 20.000 15.000 40.000 20.000 15.000 9999.999 40.000 22.500 17.500 40.000 22.500 17.500 9999.999 40.000 25.000 20.000 40.000 25.000 20.000 9999.999 10.000 13.750 8.750 10.000 13.750 8.750 9999.999 10.000 15.000 10.000 10.000 15.000 10.000 9999.999 10.000 16.250 11.250 10.000 16.250 11.250 9999.999 10.000 17.500 11.500 10.000 17.500 11.500 2.887 10.000 17.500 10.500 10.000 18.750 11.750 2.604 15.000 13.750 8.750 15.000 13.750 8.750 9999.999 10.000 17.500 12.500 15.000 15.000 10.000 4.473 10.000 20.000 11.000 15.000 16.250 7.250 2.247 10.000 20.000 11.000 15.000 17.500 8.500 2.207 10.000 17.500 8.500 15.000 18.750 9.750 1.762 17.500 22.500 17.500 20.000 13.750 8.750 2.555 17.500 21.250 12.250 20.000 15.000 6.000 1.302 17.500 22.500 13.500 20.000 16.250 7.250 1.311 17.500 22.500 13.500 20.000 17.500 8.500 1.314 17.500 22.500 13.500 20.000 18.750 9.750 1.317 25.000 25.000 20.000 25.000 13.750 8.750 2.350 25.000 25.000 20.000 25.000 15.000 10.000 2.339 17.500 22.500 13.500 25.000 16.250 7.250 1.399 17.500 22.500 13.500 25.000 17.500 8.500 1.404 17.500 22.500 13.500 25.000 18.750 9.750 1.409 25.000 25.000 20.000 30.000 13.750 8.750 2.435 25.000 25.000 20.000 30.000 15.000 10.000 2.397 17.500 22.500 13.500 30.000 16.250 7.250 1.479 17.500 22.500 13.500 30.000 17.500 8.500 1.472 17.500 22.500 13.500 30.000 18.750 9.750 1.467 [Dumps] 1 : number of dumps in file [Dump] [Dump Header] [Column Indication] Stability factor Number of slices X-Centrepoint Y-Centrepoint Radius X-Second centre point Y-Second centre point Second Radius X coordinate left surface X coordinate right surface Dump name [End of Column Indication] [Data] 1.287372 55 17.500 21.250 12.250 17.500 15.625 6.625 5.904 23.046 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] 6.000 5.904 17.030 17.300 17.300 17.300 6.325 6.000 16.231 17.030 17.300 17.300 6.650 6.325 15.563 16.231 17.300 17.300 6.975 6.650 14.981 15.563 17.300 17.300 7.301 6.975 14.465 14.981 17.300 17.300 7.626 7.301 14.000 14.465 17.300 17.300 7.917 7.626 13.619 14.000 17.300 17.300 8.209 7.917 13.267 13.619 17.300 17.300 8.500 8.209 12.940 13.267 17.300 17.300 8.825 8.500 12.601 12.940 17.152 17.300 9.151 8.825 12.286 12.601 17.004 17.152 9.476 9.151 11.994 12.286 16.856 17.004 9.801 9.476 11.722 11.994 16.709 16.856 10.127 9.801 11.468 11.722 16.561 16.709 10.452 10.127 11.231 11.468 16.413 16.561 10.500 10.452 11.197 11.231 16.391 16.413 10.830 10.500 10.975 11.197 16.241 16.391 11.161 10.830 10.768 10.975 16.091 16.241 11.491 11.161 10.575 10.768 15.940 16.091 11.822 11.491 10.395 10.575 15.790 15.940 12.152 11.822 10.229 10.395 15.640 15.790 12.483 12.152 10.075 10.229 15.490 15.640 12.813 12.483 9.932 10.075 15.339 15.490 13.144 12.813 9.801 9.932 15.189 15.339 13.474 13.144 9.680 9.801 15.039 15.189 13.805 13.474 9.571 9.680 14.889 15.039 14.135 13.805 9.471 9.571 14.739 14.889 14.465 14.135 9.382 9.471 14.588 14.739 14.796 14.465 9.302 9.382 14.438 14.588 15.126 14.796 9.232 9.302 14.288 14.438 15.457 15.126 9.172 9.232 14.138 14.288 15.787 15.457 9.120 9.172 13.988 14.138 16.118 15.787 9.078 9.120 13.837 13.988 16.448 16.118 9.045 9.078 13.687 13.837 16.779 16.448 9.021 9.045 13.537 13.687 17.109 16.779 9.006 9.021 13.387 13.537 17.500 17.109 9.000 9.006 13.209 13.387 17.833 17.500 9.008 9.000 13.058 13.209 18.167 17.833 9.034 9.008 12.906 13.058 18.500 18.167 9.076 9.034 12.755 12.906 18.833 18.500 9.136 9.076 12.603 12.755 19.167 18.833 9.213 9.136 12.452 12.603 19.500 19.167 9.309 9.213 12.300 12.452 19.750 19.500 9.394 9.309 12.279 12.300 20.000 19.750 9.490 9.394 12.258 12.279 20.327 20.000 9.634 9.490 12.230 12.258 20.655 20.327 9.799 9.634 12.203 12.230 20.982 20.655 9.989 9.799 12.175 12.203 21.309 20.982 10.205 9.989 12.148 12.175 21.637 21.309 10.450 10.205 12.120 12.148 21.964 21.637 10.730 10.450 12.092 12.120 22.291 21.964 11.050 10.730 12.065 12.092 22.543 22.291 11.329 11.050 12.044 12.065 22.795 22.543 11.643 11.329 12.023 12.044 23.046 22.795 12.001 11.643 12.001 12.023 [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 0.214 0.000 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 0.000 -0.000 3.592 4.227 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 0.000 -0.000 7.527 4.227 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 0.000 -0.000 10.881 4.227 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 0.000 -0.000 13.825 4.227 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 0.000 -0.000 16.457 4.227 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 0.000 -0.000 16.783 3.788 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 0.000 -0.000 18.546 3.788 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 0.000 -0.000 20.179 3.788 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 -0.000 -0.000 23.918 0.000 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 -0.000 -0.000 24.878 0.000 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 -0.000 -0.000 25.713 0.000 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 -0.000 -0.000 26.435 0.000 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 -0.000 -0.000 27.053 0.000 0.000 1 0.000 22.500 22.500 0.000 0.000 0.000 14.000 -0.000 -0.000 27.577 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 14.000 -0.000 -0.000 4.116 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 13.950 -0.000 -0.000 28.403 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 13.851 -0.000 -0.000 28.587 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 13.752 -0.000 -0.000 28.700 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 13.653 -0.000 -0.000 28.747 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 13.554 -0.000 -0.000 28.731 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 13.455 -0.000 -0.000 28.655 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 13.356 -0.000 -0.000 28.522 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 13.256 -0.000 -0.000 28.333 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 13.157 -0.000 -0.000 28.091 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 13.058 -0.000 -0.000 27.797 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 12.959 -0.000 -0.000 27.454 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 12.860 -0.000 -0.000 27.062 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 12.761 -0.000 -0.000 26.622 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 12.662 -0.000 -0.000 26.135 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 12.563 -0.000 -0.000 25.604 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 12.463 -0.000 -0.000 25.027 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 12.364 -0.000 -0.000 24.406 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 12.265 -0.000 -0.000 23.741 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 12.166 -0.000 -0.000 23.032 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 12.067 -0.000 -0.000 22.281 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.959 -0.000 -0.000 25.333 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.850 -0.000 -0.000 20.657 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.750 -0.000 -0.000 19.717 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.650 -0.000 -0.000 18.694 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.550 -0.000 -0.000 17.588 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.450 -0.000 -0.000 16.397 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.350 -0.000 -0.000 15.118 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.289 -0.000 -0.000 10.650 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.266 -0.000 -0.000 10.247 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.240 -0.000 -0.000 12.732 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.211 -0.000 -0.000 11.867 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.182 -0.000 -0.000 10.893 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.152 -0.000 -0.000 9.800 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.123 -0.000 -0.000 8.574 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.094 -0.000 -0.000 7.197 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.064 -0.000 -0.000 5.643 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.038 -0.000 -0.000 3.156 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 11.016 -0.000 -0.000 1.997 0.000 0.000 1 2.000 18.000 18.000 0.000 0.000 0.000 10.993 -0.000 -0.000 0.693 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] 2.232 2.232 0.000 0.000 0.000 0.376 1.169 0.000 1.169 0.000 0.000 24.047 24.047 0.000 0.000 0.000 4.324 13.435 13.000 13.435 0.000 0.000 36.149 36.149 0.000 0.000 0.000 6.999 21.749 13.000 21.749 0.000 0.000 46.463 46.463 0.000 0.000 0.000 9.492 29.494 13.000 29.494 0.000 0.000 55.518 55.518 0.000 0.000 0.000 11.825 36.744 13.000 36.744 0.000 0.000 63.613 63.613 0.000 0.000 0.000 14.019 43.562 13.000 43.562 0.000 0.000 70.593 70.263 1.869 0.000 0.331 15.915 49.453 13.000 49.453 0.000 0.331 76.643 75.672 5.465 0.000 0.971 17.533 54.479 13.000 54.479 0.000 0.971 82.248 80.678 8.798 0.000 1.570 19.073 59.266 13.000 59.266 0.000 1.570 73.523 71.361 12.065 0.000 2.163 17.198 53.438 0.000 53.438 0.000 2.163 76.475 73.724 15.271 0.000 2.751 18.097 56.232 0.000 56.232 0.000 2.751 79.041 75.738 18.247 0.000 3.303 18.906 58.747 0.000 58.747 0.000 3.303 81.259 77.436 21.016 0.000 3.823 19.632 61.004 0.000 61.004 0.000 3.823 83.160 78.847 23.597 0.000 4.313 20.281 63.018 0.000 63.018 0.000 4.313 84.770 79.994 26.005 0.000 4.776 20.856 64.805 0.000 64.805 0.000 4.776 85.563 80.529 27.332 0.000 5.033 18.597 67.513 0.000 67.513 0.000 5.033 85.953 80.732 28.101 0.000 5.221 18.751 68.123 0.000 68.123 0.000 5.221 86.509 80.983 29.234 0.000 5.526 18.993 69.080 0.000 69.080 0.000 5.526 86.852 81.039 30.223 0.000 5.813 19.185 69.842 0.000 69.842 0.000 5.813 86.995 80.912 31.077 0.000 6.083 19.331 70.419 0.000 70.419 0.000 6.083 86.946 80.611 31.801 0.000 6.335 19.431 70.817 0.000 70.817 0.000 6.335 86.716 80.145 32.402 0.000 6.571 19.489 71.045 0.000 71.045 0.000 6.571 86.312 79.523 32.886 0.000 6.789 19.505 71.108 0.000 71.108 0.000 6.789 85.741 78.750 33.257 0.000 6.991 19.481 71.012 0.000 71.012 0.000 6.991 85.008 77.833 33.518 0.000 7.176 19.417 70.762 0.000 70.762 0.000 7.176 84.120 76.777 33.674 0.000 7.343 19.316 70.362 0.000 70.362 0.000 7.343 83.080 75.588 33.728 0.000 7.492 19.179 69.815 0.000 69.815 0.000 7.492 81.893 74.269 33.682 0.000 7.624 19.005 69.126 0.000 69.126 0.000 7.624 80.562 72.826 33.538 0.000 7.736 18.795 68.297 0.000 68.297 0.000 7.736 79.091 71.261 33.300 0.000 7.829 18.551 67.331 0.000 67.331 0.000 7.829 77.481 69.578 32.968 0.000 7.902 18.273 66.229 0.000 66.229 0.000 7.902 75.735 67.781 32.544 0.000 7.955 17.961 64.994 0.000 64.994 0.000 7.955 73.856 65.871 32.029 0.000 7.985 17.616 63.627 0.000 63.627 0.000 7.985 71.844 63.852 31.425 0.000 7.992 17.239 62.130 0.000 62.130 0.000 7.992 69.700 61.726 30.732 0.000 7.975 16.828 60.504 0.000 60.504 0.000 7.975 67.426 59.495 29.951 0.000 7.932 16.385 58.750 0.000 58.750 0.000 7.932 64.790 56.937 28.994 0.000 7.853 15.863 56.683 0.000 56.683 0.000 7.853 61.972 54.236 27.917 0.000 7.737 15.343 54.622 0.000 54.622 0.000 7.737 59.150 51.570 26.771 0.000 7.580 14.857 52.695 0.000 52.695 0.000 7.580 56.082 48.716 25.459 0.000 7.366 14.310 50.531 0.000 50.531 0.000 7.366 52.764 45.673 23.978 0.000 7.091 13.703 48.125 0.000 48.125 0.000 7.091 49.191 42.440 22.324 0.000 6.750 13.033 45.471 0.000 45.471 0.000 6.750 45.354 39.016 20.492 0.000 6.337 12.298 42.559 0.000 42.559 0.000 6.337 42.602 36.635 19.005 0.000 5.967 11.812 40.636 0.000 40.636 0.000 5.967 40.986 35.325 17.899 0.000 5.661 11.596 39.779 0.000 39.779 0.000 5.661 38.895 33.632 16.469 0.000 5.263 11.297 38.595 0.000 38.595 0.000 5.263 36.251 31.502 14.663 0.000 4.749 10.899 37.020 0.000 37.020 0.000 4.749 33.276 29.129 12.632 0.000 4.146 10.432 35.170 0.000 35.170 0.000 4.146 29.937 26.492 10.356 0.000 3.445 9.888 33.013 0.000 33.013 0.000 3.445 26.192 23.561 7.805 0.000 2.631 9.254 30.502 0.000 30.502 0.000 2.631 21.986 20.298 4.942 0.000 1.688 8.313 26.773 0.000 26.773 0.000 1.688 17.240 16.647 1.713 0.000 0.593 7.165 22.228 0.000 22.228 0.000 0.593 12.545 12.545 0.000 0.000 0.000 5.876 17.122 0.000 17.122 0.000 0.000 7.938 7.938 0.000 0.000 0.000 4.429 11.388 0.000 11.388 0.000 0.000 2.753 2.753 0.000 0.000 0.000 2.799 4.934 0.000 4.934 0.000 0.000 [End of Data] [End of Stresses] [CUCalculates results} [Column Indication] PreLoadStress Yieldstress POP OCR Exponent SFactor AdditionalFactorLEM [End of Column Indication] [Data] 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 0.000 0.000 0.000 0.000 0.800 0.100 1.000 [End of Data] [End of CUCalculates results} [End of Dump] [CALCULATION TIME] 00:00:05 [END OF CALCULATION TIME] [End of Dump File]