Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 01/09/2014 TIME : 16:51:12 FILENAME : G:\DAM\Run7\invoerbestanden\geometries\TG435_056_STBI_opbarsten sloot_instationair.std CREATED BY : D-Geo Stability version 10.1.3.900 ========================== BEGINNING OF DATA ========================== [Input Data] [VERSION] Soil=1001 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1003 [END OF VERSION] [SOIL COLLECTION] 17 = number of items [SOIL] 1 (1) SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) 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] 2 (7) SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.00 SoilGamWet=15.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Wielafz. klei/zand (0-22) 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] 3 (6) SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=18.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Wielafz. klei/zand (0-22) 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] 4 (6) SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=18.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Wielafz. klei/zand (0-22) 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] 5 (o) (1) SoilColor=7648893 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.60 SoilGamWet=18.60 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - O - Tiel 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] 5 (n) (1) SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.60 SoilGamWet=18.60 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - N - Tiel 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] 6 (5) SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.40 SoilGamWet=18.40 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - Dijksmat. 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] 7 (6) SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.40 SoilGamWet=18.40 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - Dijksmat. 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] 8 (2) SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) 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] 9 (5) SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=18.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Nieuw Dijksmat. 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] 10 (4) SoilColor=6923673 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) 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] 11 (3) SoilColor=5866717 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=65.00 SoilGamWet=65.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Verkeersbelasting 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] 12 SoilColor=7187949 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) 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] 5 (phi=c=0) (2) SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.60 SoilGamWet=18.60 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Phi=c=0 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] 4 (phi=c=0) (3) SoilColor=9544960 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=18.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Phi=c=0 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] 2 (phi=c=0) (2) SoilColor=6270895 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.00 SoilGamWet=15.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Phi=c=0 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] WL_1 (1) SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) 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] 59 - Number of geometry points - 1 -30.000 1.900 0.000 2 -15.150 2.100 0.000 3 -14.428 2.259 0.000 4 -9.250 3.400 0.000 5 -3.000 6.560 0.000 6 -0.252 6.575 0.000 7 6.000 6.610 0.000 8 10.200 6.160 0.000 9 20.400 2.350 0.000 10 27.500 1.620 0.000 11 28.750 0.520 0.000 12 32.700 0.520 0.000 13 33.200 1.500 0.000 14 55.000 1.500 0.000 15 80.000 1.500 0.000 16 26.350 0.400 0.000 17 0.000 5.800 0.000 18 2.600 5.650 0.000 19 3.300 5.650 0.000 20 8.300 3.000 0.000 21 13.000 2.350 0.000 22 15.000 2.250 0.000 23 -9.450 2.700 0.000 24 -4.150 5.250 0.000 25 -2.600 5.700 0.000 26 -4.600 4.700 0.000 27 13.000 1.000 0.000 28 -3.000 -2.000 0.000 29 3.000 -2.000 0.000 30 13.000 0.300 0.000 31 -30.000 -3.100 0.000 32 0.000 -3.100 0.000 33 3.000 -3.100 0.000 34 13.000 -1.500 0.000 35 28.750 -1.500 0.000 36 3.000 -3.800 0.000 37 28.750 -3.800 0.000 38 -30.000 -3.900 0.000 39 0.000 -3.900 0.000 40 3.000 -4.700 0.000 41 28.750 -4.700 0.000 42 55.000 -1.500 0.000 43 55.000 -3.800 0.000 44 55.000 -4.700 0.000 45 80.000 -1.500 0.000 46 80.000 -3.800 0.000 47 80.000 -4.700 0.000 48 -30.000 -10.000 0.000 49 80.000 -10.000 0.000 50 -30.000 5.960 0.000 51 -4.300 5.960 0.000 52 -2.700 4.400 0.000 53 22.000 1.450 0.000 54 80.000 1.450 0.000 55 -15.150 5.730 0.000 56 20.400 5.070 0.000 57 26.000 4.930 0.000 58 27.500 4.690 0.000 59 80.000 4.690 0.000 [END OF POINTS] [CURVES] 68 - 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 9 16 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 11 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 17 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 16 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 23 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 17 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 26 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 20 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 27 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 16 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 28 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 16 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 30 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 11 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 36 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 35 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 36 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 37 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 42 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 14 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 43 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 42 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 44 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 43 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 45 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 46 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 47 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 55 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 [END OF CURVES] [BOUNDARIES] 19 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 68 1 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 45 47 48 54 58 2 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 45 47 48 54 55 57 3 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 45 47 48 54 55 53 56 4 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 45 47 48 54 55 53 51 14 5 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 45 47 48 49 52 53 51 14 6 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 45 47 48 49 44 50 51 14 7 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 45 47 48 49 44 41 11 12 13 14 8 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 45 46 43 44 41 11 12 13 14 9 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 36 42 43 44 41 11 12 13 14 10 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 36 37 38 40 41 11 12 13 14 11 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 36 37 38 39 35 16 11 12 13 14 12 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 1 32 33 34 35 16 11 12 13 14 13 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 1 2 24 28 29 30 31 16 11 12 13 14 14 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 1 2 24 28 29 21 22 23 16 11 12 13 14 15 - Boundary number 17 - number of curves on boundary, next line(s) are curvenumbers 1 2 24 25 26 27 18 19 20 21 22 23 16 11 12 13 14 16 - Boundary number 17 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 17 18 19 20 21 22 23 16 11 12 13 14 17 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 15 16 11 12 13 14 18 - 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] 19 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 19 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 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] 19 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 4 - number of curves on PlLine, next line(s) are curvenumbers 59 60 61 62 2 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 63 64 65 66 67 [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] 18 - Number of layers - 1 - Layer number, next line is material of layer WL_1 (1) 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 2 (7) 99 - 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 4 (6) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer 5 (n) (1) 1 - Piezometric level line at top of layer 1 - 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 2 (phi=c=0) (2) 99 - Piezometric level line at top of layer 2 - 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 4 (phi=c=0) (3) 99 - Piezometric level line at top of layer 99 - 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 5 (phi=c=0) (2) 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 2 (7) 99 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 8 - Boundarynumber at top of layer 7 - Boundarynumber at bottom of layer 9 - Layer number, next line is material of layer 3 (6) 99 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 9 - Boundarynumber at top of layer 8 - Boundarynumber at bottom of layer 10 - Layer number, next line is material of layer 4 (6) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 10 - Boundarynumber at top of layer 9 - Boundarynumber at bottom of layer 11 - Layer number, next line is material of layer 5 (n) (1) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 11 - Boundarynumber at top of layer 10 - Boundarynumber at bottom of layer 12 - Layer number, next line is material of layer 5 (o) (1) 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 12 - Boundarynumber at top of layer 11 - Boundarynumber at bottom of layer 13 - Layer number, next line is material of layer 6 (5) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 13 - Boundarynumber at top of layer 12 - Boundarynumber at bottom of layer 14 - Layer number, next line is material of layer 8 (2) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 14 - Boundarynumber at top of layer 13 - Boundarynumber at bottom of layer 15 - Layer number, next line is material of layer 7 (6) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 15 - Boundarynumber at top of layer 14 - Boundarynumber at bottom of layer 16 - Layer number, next line is material of layer 9 (5) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 16 - Boundarynumber at top of layer 15 - Boundarynumber at bottom of layer 17 - Layer number, next line is material of layer 10 (4) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 17 - Boundarynumber at top of layer 16 - Boundarynumber at bottom of layer 18 - Layer number, next line is material of layer 12 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 18 - Boundarynumber at top of layer 17 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Derde toetsingsronde Dijkring 43 TG435+056 STBI niet stationair samendrukbare lagen [MODEL] 1 : Bishop 2 : Stress tables 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] 18 Number of layers 18 100 17 100 100 16 100 100 100 15 100 100 100 100 14 100 100 100 100 100 13 100 100 100 100 100 100 12 100 100 100 100 100 100 100 11 100 100 100 100 100 100 100 100 10 100 100 100 100 100 100 100 100 100 9 100 100 100 100 100 100 100 100 100 100 8 100 100 100 100 100 100 100 100 100 100 100 7 100 100 100 100 100 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 15.920 33.920 10 X-direction 11.954 23.954 7 Y-direction 0.000 -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 15.00 = magnitude 2.50 5.00 = xstart and xend 26.00 = distribution angle 2 = temporary load [TREE ON SLOPE] 0.00 = WindForce 0.00 = XCoordinate 0.00 = YCoordinate 10.00 = width of root zone 0.0 = AngleOfDistribution [END OF TREE ON SLOPE] [EARTH QUAKE] 0.000 = horizontal acceleration 0.000 = vertical acceleration 0.000 = free water moment factor [SIGMA-TAU CURVES] 9 = number of items [STRESS CURVE] Al - P - Dijksmat. 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.05 SoilStressTableTauCharacteristic=2.05 SoilStressTableTauMean=2.05 [END OF POINT] [POINT] SoilStressTableSigma=13.00 SoilStressTableTau=8.05 SoilStressTableTauCharacteristic=8.05 SoilStressTableTauMean=8.05 [END OF POINT] [POINT] SoilStressTableSigma=26.00 SoilStressTableTau=13.78 SoilStressTableTauCharacteristic=13.78 SoilStressTableTauMean=13.78 [END OF POINT] [POINT] SoilStressTableSigma=39.00 SoilStressTableTau=18.95 SoilStressTableTauCharacteristic=18.95 SoilStressTableTauMean=18.95 [END OF POINT] [POINT] SoilStressTableSigma=52.00 SoilStressTableTau=23.58 SoilStressTableTauCharacteristic=23.58 SoilStressTableTauMean=23.58 [END OF POINT] [POINT] SoilStressTableSigma=65.00 SoilStressTableTau=28.10 SoilStressTableTauCharacteristic=28.10 SoilStressTableTauMean=28.10 [END OF POINT] [POINT] SoilStressTableSigma=78.00 SoilStressTableTau=33.16 SoilStressTableTauCharacteristic=33.16 SoilStressTableTauMean=33.16 [END OF POINT] [POINT] SoilStressTableSigma=91.00 SoilStressTableTau=37.29 SoilStressTableTauCharacteristic=37.29 SoilStressTableTauMean=37.29 [END OF POINT] [POINT] SoilStressTableSigma=104.00 SoilStressTableTau=41.03 SoilStressTableTauCharacteristic=41.03 SoilStressTableTauMean=41.03 [END OF POINT] [POINT] SoilStressTableSigma=110.50 SoilStressTableTau=44.60 SoilStressTableTauCharacteristic=44.60 SoilStressTableTauMean=44.60 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Al - P - N - Tiel 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.67 SoilStressTableTauCharacteristic=0.67 SoilStressTableTauMean=0.67 [END OF POINT] [POINT] SoilStressTableSigma=11.00 SoilStressTableTau=6.07 SoilStressTableTauCharacteristic=6.07 SoilStressTableTauMean=6.07 [END OF POINT] [POINT] SoilStressTableSigma=22.00 SoilStressTableTau=10.25 SoilStressTableTauCharacteristic=10.25 SoilStressTableTauMean=10.25 [END OF POINT] [POINT] SoilStressTableSigma=33.00 SoilStressTableTau=14.28 SoilStressTableTauCharacteristic=14.28 SoilStressTableTauMean=14.28 [END OF POINT] [POINT] SoilStressTableSigma=44.00 SoilStressTableTau=18.45 SoilStressTableTauCharacteristic=18.45 SoilStressTableTauMean=18.45 [END OF POINT] [POINT] SoilStressTableSigma=55.00 SoilStressTableTau=21.80 SoilStressTableTauCharacteristic=21.80 SoilStressTableTauMean=21.80 [END OF POINT] [POINT] SoilStressTableSigma=66.00 SoilStressTableTau=25.64 SoilStressTableTauCharacteristic=25.64 SoilStressTableTauMean=25.64 [END OF POINT] [POINT] SoilStressTableSigma=77.00 SoilStressTableTau=29.69 SoilStressTableTauCharacteristic=29.69 SoilStressTableTauMean=29.69 [END OF POINT] [POINT] SoilStressTableSigma=88.00 SoilStressTableTau=34.01 SoilStressTableTauCharacteristic=34.01 SoilStressTableTauMean=34.01 [END OF POINT] [POINT] SoilStressTableSigma=99.00 SoilStressTableTau=38.60 SoilStressTableTauCharacteristic=38.60 SoilStressTableTauMean=38.60 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Al - P - O - Tiel 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.65 SoilStressTableTauCharacteristic=0.65 SoilStressTableTauMean=0.65 [END OF POINT] [POINT] SoilStressTableSigma=12.00 SoilStressTableTau=6.50 SoilStressTableTauCharacteristic=6.50 SoilStressTableTauMean=6.50 [END OF POINT] [POINT] SoilStressTableSigma=24.00 SoilStressTableTau=11.45 SoilStressTableTauCharacteristic=11.45 SoilStressTableTauMean=11.45 [END OF POINT] [POINT] SoilStressTableSigma=36.00 SoilStressTableTau=15.74 SoilStressTableTauCharacteristic=15.74 SoilStressTableTauMean=15.74 [END OF POINT] [POINT] SoilStressTableSigma=48.00 SoilStressTableTau=19.29 SoilStressTableTauCharacteristic=19.29 SoilStressTableTauMean=19.29 [END OF POINT] [POINT] SoilStressTableSigma=60.00 SoilStressTableTau=22.87 SoilStressTableTauCharacteristic=22.87 SoilStressTableTauMean=22.87 [END OF POINT] [POINT] SoilStressTableSigma=72.00 SoilStressTableTau=27.24 SoilStressTableTauCharacteristic=27.24 SoilStressTableTauMean=27.24 [END OF POINT] [POINT] SoilStressTableSigma=84.00 SoilStressTableTau=33.63 SoilStressTableTauCharacteristic=33.63 SoilStressTableTauMean=33.63 [END OF POINT] [POINT] SoilStressTableSigma=96.00 SoilStressTableTau=37.09 SoilStressTableTauCharacteristic=37.09 SoilStressTableTauMean=37.09 [END OF POINT] [POINT] SoilStressTableSigma=108.00 SoilStressTableTau=42.07 SoilStressTableTauCharacteristic=42.07 SoilStressTableTauMean=42.07 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Alg - Zand (0-30) 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=115.47 SoilStressTableTauCharacteristic=115.47 SoilStressTableTauMean=115.47 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Alg - Verkeersbelasting 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Nieuw Dijksmat. 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.00 SoilStressTableTauCharacteristic=2.00 SoilStressTableTauMean=2.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=91.05 SoilStressTableTauCharacteristic=91.05 SoilStressTableTauMean=91.05 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Wielafz. klei (0-18) 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=64.98 SoilStressTableTauCharacteristic=64.98 SoilStressTableTauMean=64.98 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Wielafz. klei/zand (0-22) 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=80.81 SoilStressTableTauCharacteristic=80.81 SoilStressTableTauMean=80.81 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Phi=c=0 1 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=2.05 SoilStressTableTauMean=2.05 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [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] 12 [LIFT SLIP DATA] 20.000 25.000 6 X-direction Left 5.000 10.000 6 Y-direction Left 22.000 27.000 6 X-direction Right 1.500 6.500 6 Y-direction Right 0.000 0.000 1 Y-direction tangent lines 1 Automatic grid calculation (1) [MULTIPLE LIFT TANGENTS] 7 Number of tangentlines -4.700 -3.800 -1.500 0.386 0.483 0.702 1.006 [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 18 - Number of layers 3 3 = Pl-top and pl-bottom 99 3 = Pl-top and pl-bottom 2 99 = Pl-top and pl-bottom 99 2 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = 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 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 1 99 = Pl-top and pl-bottom 1 99 = 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] 15.92 11.95 17.95 1.67 15.92 11.95 16.95 1.53 15.92 11.95 15.95 1.48 15.92 11.95 14.95 1.51 15.92 11.95 13.95 1.57 15.92 11.95 12.95 1.62 15.92 11.95 11.95 1.68 15.92 13.95 19.95 1.64 15.92 13.95 18.95 1.50 15.92 13.95 17.95 1.46 15.92 13.95 16.95 1.51 15.92 13.95 15.95 1.55 15.92 13.95 14.95 1.56 15.92 13.95 13.95 1.66 15.92 15.95 21.95 1.63 15.92 15.95 20.95 1.49 15.92 15.95 19.95 1.45 15.92 15.95 18.95 1.53 15.92 15.95 17.95 1.57 15.92 15.95 16.95 1.55 15.92 15.95 15.95 1.61 15.92 17.95 23.95 1.63 15.92 17.95 22.95 1.48 15.92 17.95 21.95 1.45 15.92 17.95 20.95 1.54 15.92 17.95 19.95 1.60 15.92 17.95 18.95 1.59 15.92 17.95 17.95 1.63 15.92 19.95 25.95 1.64 15.92 19.95 24.95 1.49 15.92 19.95 23.95 1.45 15.92 19.95 22.95 1.55 15.92 19.95 21.95 1.63 15.92 19.95 20.95 1.62 15.92 19.95 19.95 1.66 15.92 21.95 27.95 1.68 15.92 21.95 26.95 1.50 15.92 21.95 25.95 1.46 15.92 21.95 24.95 1.56 15.92 21.95 23.95 1.65 15.92 21.95 22.95 1.67 15.92 21.95 21.95 1.70 15.92 23.95 29.95 1.72 15.92 23.95 28.95 1.51 15.92 23.95 27.95 1.47 15.92 23.95 26.95 1.58 15.92 23.95 25.95 1.68 15.92 23.95 24.95 1.70 15.92 23.95 23.95 1.75 17.92 11.95 17.95 1.42 17.92 11.95 16.95 1.30 17.92 11.95 15.95 1.31 17.92 11.95 14.95 1.45 17.92 11.95 13.95 1.56 17.92 11.95 12.95 1.58 17.92 11.95 11.95 1.71 17.92 13.95 19.95 1.42 17.92 13.95 18.95 1.27 17.92 13.95 17.95 1.27 17.92 13.95 16.95 1.37 17.92 13.95 15.95 1.52 17.92 13.95 14.95 1.58 17.92 13.95 13.95 1.66 17.92 15.95 21.95 1.43 17.92 15.95 20.95 1.27 17.92 15.95 19.95 1.26 17.92 15.95 18.95 1.36 17.92 15.95 17.95 1.46 17.92 15.95 16.95 1.55 17.92 15.95 15.95 1.64 17.92 17.95 23.95 1.45 17.92 17.95 22.95 1.28 17.92 17.95 21.95 1.26 17.92 17.95 20.95 1.36 17.92 17.95 19.95 1.46 17.92 17.95 18.95 1.52 17.92 17.95 17.95 1.62 17.92 19.95 25.95 1.48 17.92 19.95 24.95 1.31 17.92 19.95 23.95 1.27 17.92 19.95 22.95 1.37 17.92 19.95 21.95 1.48 17.92 19.95 20.95 1.52 17.92 19.95 19.95 1.60 17.92 21.95 27.95 1.51 17.92 21.95 26.95 1.33 17.92 21.95 25.95 1.29 17.92 21.95 24.95 1.39 17.92 21.95 23.95 1.50 17.92 21.95 22.95 1.55 17.92 21.95 21.95 1.61 17.92 23.95 29.95 1.54 17.92 23.95 28.95 1.36 17.92 23.95 27.95 1.31 17.92 23.95 26.95 1.41 17.92 23.95 25.95 1.52 17.92 23.95 24.95 1.58 17.92 23.95 23.95 1.64 19.92 11.95 17.95 1.29 19.92 11.95 16.95 1.16 19.92 11.95 15.95 1.23 19.92 11.95 14.95 1.36 19.92 11.95 13.95 1.51 19.92 11.95 12.95 1.65 19.92 11.95 11.95 1.74 19.92 13.95 19.95 1.29 19.92 13.95 18.95 1.13 19.92 13.95 17.95 1.15 19.92 13.95 16.95 1.32 19.92 13.95 15.95 1.46 19.92 13.95 14.95 1.59 19.92 13.95 13.95 1.72 19.92 15.95 21.95 1.31 19.92 15.95 20.95 1.14 19.92 15.95 19.95 1.12 19.92 15.95 18.95 1.26 19.92 15.95 17.95 1.44 19.92 15.95 16.95 1.55 19.92 15.95 15.95 1.73 19.92 17.95 23.95 1.33 19.92 17.95 22.95 1.15 19.92 17.95 21.95 1.13 19.92 17.95 20.95 1.24 19.92 17.95 19.95 1.40 19.92 17.95 18.95 1.54 19.92 17.95 17.95 1.75 19.92 19.95 25.95 1.36 19.92 19.95 24.95 1.18 19.92 19.95 23.95 1.15 19.92 19.95 22.95 1.24 19.92 19.95 21.95 1.37 19.92 19.95 20.95 1.51 19.92 19.95 19.95 1.78 19.92 21.95 27.95 1.39 19.92 21.95 26.95 1.20 19.92 21.95 25.95 1.18 19.92 21.95 24.95 1.25 19.92 21.95 23.95 1.37 19.92 21.95 22.95 1.48 19.92 21.95 21.95 1.79 19.92 23.95 29.95 1.42 19.92 23.95 28.95 1.23 19.92 23.95 27.95 1.20 19.92 23.95 26.95 1.28 19.92 23.95 25.95 1.39 19.92 23.95 24.95 1.49 19.92 23.95 23.95 1.66 21.92 11.95 17.95 1.29 21.92 11.95 16.95 1.10 21.92 11.95 15.95 1.10 21.92 11.95 14.95 1.27 21.92 11.95 13.95 1.49 21.92 11.95 12.95 1.70 21.92 11.95 11.95 1.96 21.92 13.95 19.95 1.24 21.92 13.95 18.95 1.10 21.92 13.95 17.95 1.10 21.92 13.95 16.95 1.22 21.92 13.95 15.95 1.43 21.92 13.95 14.95 1.62 21.92 13.95 13.95 1.85 21.92 15.95 21.95 1.23 21.92 15.95 20.95 1.07 21.92 15.95 19.95 1.10 21.92 15.95 18.95 1.21 21.92 15.95 17.95 1.38 21.92 15.95 16.95 1.58 21.92 15.95 15.95 1.78 21.92 17.95 23.95 1.25 21.92 17.95 22.95 1.06 21.92 17.95 21.95 1.08 21.92 17.95 20.95 1.22 21.92 17.95 19.95 1.36 21.92 17.95 18.95 1.56 21.92 17.95 17.95 1.76 21.92 19.95 25.95 1.27 21.92 19.95 24.95 1.08 21.92 19.95 23.95 1.08 21.92 19.95 22.95 1.20 21.92 19.95 21.95 1.36 21.92 19.95 20.95 1.56 21.92 19.95 19.95 1.75 21.92 21.95 27.95 1.30 21.92 21.95 26.95 1.11 21.92 21.95 25.95 1.10 21.92 21.95 24.95 1.19 21.92 21.95 23.95 1.33 21.92 21.95 22.95 1.51 21.92 21.95 21.95 1.76 21.92 23.95 29.95 1.33 21.92 23.95 28.95 1.14 21.92 23.95 27.95 1.12 21.92 23.95 26.95 1.21 21.92 23.95 25.95 1.33 21.92 23.95 24.95 1.49 21.92 23.95 23.95 1.78 23.92 11.95 17.95 1.28 23.92 11.95 16.95 1.09 23.92 11.95 15.95 1.12 23.92 11.95 14.95 1.28 23.92 11.95 13.95 1.50 23.92 11.95 12.95 1.78 23.92 11.95 11.95 2.22 23.92 13.95 19.95 1.26 23.92 13.95 18.95 1.07 23.92 13.95 17.95 1.10 23.92 13.95 16.95 1.24 23.92 13.95 15.95 1.43 23.92 13.95 14.95 1.67 23.92 13.95 13.95 2.04 23.92 15.95 21.95 1.25 23.92 15.95 20.95 1.07 23.92 15.95 19.95 1.08 23.92 15.95 18.95 1.22 23.92 15.95 17.95 1.40 23.92 15.95 16.95 1.60 23.92 15.95 15.95 1.92 23.92 17.95 23.95 1.22 23.92 17.95 22.95 1.07 23.92 17.95 21.95 1.08 23.92 17.95 20.95 1.21 23.92 17.95 19.95 1.39 23.92 17.95 18.95 1.56 23.92 17.95 17.95 1.83 23.92 19.95 25.95 1.23 23.92 19.95 24.95 1.05 23.92 19.95 23.95 1.09 23.92 19.95 22.95 1.21 23.92 19.95 21.95 1.39 23.92 19.95 20.95 1.54 23.92 19.95 19.95 1.78 23.92 21.95 27.95 1.25 23.92 21.95 26.95 1.05 23.92 21.95 25.95 1.07 23.92 21.95 24.95 1.21 23.92 21.95 23.95 1.38 23.92 21.95 22.95 1.54 23.92 21.95 21.95 1.76 23.92 23.95 29.95 1.27 23.92 23.95 28.95 1.08 23.92 23.95 27.95 1.08 23.92 23.95 26.95 1.20 23.92 23.95 25.95 1.37 23.92 23.95 24.95 1.55 23.92 23.95 23.95 1.76 25.92 11.95 17.95 1.38 25.92 11.95 16.95 1.16 25.92 11.95 15.95 1.20 25.92 11.95 14.95 1.40 25.92 11.95 13.95 1.65 25.92 11.95 12.95 1.89 25.92 11.95 11.95 2.49 25.92 13.95 19.95 1.33 25.92 13.95 18.95 1.12 25.92 13.95 17.95 1.15 25.92 13.95 16.95 1.34 25.92 13.95 15.95 1.58 25.92 13.95 14.95 1.78 25.92 13.95 13.95 2.29 25.92 15.95 21.95 1.30 25.92 15.95 20.95 1.10 25.92 15.95 19.95 1.13 25.92 15.95 18.95 1.30 25.92 15.95 17.95 1.52 25.92 15.95 16.95 1.75 25.92 15.95 15.95 2.14 25.92 17.95 23.95 1.30 25.92 17.95 22.95 1.08 25.92 17.95 21.95 1.11 25.92 17.95 20.95 1.27 25.92 17.95 19.95 1.48 25.92 17.95 18.95 1.69 25.92 17.95 17.95 2.02 25.92 19.95 25.95 1.28 25.92 19.95 24.95 1.09 25.92 19.95 23.95 1.10 25.92 19.95 22.95 1.27 25.92 19.95 21.95 1.46 25.92 19.95 20.95 1.65 25.92 19.95 19.95 1.93 25.92 21.95 27.95 1.26 25.92 21.95 26.95 1.08 25.92 21.95 25.95 1.10 25.92 21.95 24.95 1.25 25.92 21.95 23.95 1.45 25.92 21.95 22.95 1.62 25.92 21.95 21.95 1.86 25.92 23.95 29.95 1.27 25.92 23.95 28.95 1.07 25.92 23.95 27.95 1.10 25.92 23.95 26.95 1.24 25.92 23.95 25.95 1.45 25.92 23.95 24.95 1.62 25.92 23.95 23.95 1.80 27.92 11.95 17.95 1.65 27.92 11.95 16.95 1.34 27.92 11.95 15.95 1.37 27.92 11.95 14.95 1.66 27.92 11.95 13.95 2.04 27.92 11.95 12.95 2.38 27.92 11.95 11.95 2.31 27.92 13.95 19.95 1.54 27.92 13.95 18.95 1.27 27.92 13.95 17.95 1.29 27.92 13.95 16.95 1.55 27.92 13.95 15.95 1.90 27.92 13.95 14.95 2.29 27.92 13.95 13.95 2.41 27.92 15.95 21.95 1.47 27.92 15.95 20.95 1.21 27.92 15.95 19.95 1.24 27.92 15.95 18.95 1.47 27.92 15.95 17.95 1.79 27.92 15.95 16.95 2.17 27.92 15.95 15.95 2.39 27.92 17.95 23.95 1.42 27.92 17.95 22.95 1.17 27.92 17.95 21.95 1.20 27.92 17.95 20.95 1.41 27.92 17.95 19.95 1.70 27.92 17.95 18.95 2.05 27.92 17.95 17.95 2.31 27.92 19.95 25.95 1.40 27.92 19.95 24.95 1.15 27.92 19.95 23.95 1.18 27.92 19.95 22.95 1.36 27.92 19.95 21.95 1.63 27.92 19.95 20.95 1.95 27.92 19.95 19.95 2.21 27.92 21.95 27.95 1.38 27.92 21.95 26.95 1.14 27.92 21.95 25.95 1.16 27.92 21.95 24.95 1.34 27.92 21.95 23.95 1.57 27.92 21.95 22.95 1.87 27.92 21.95 21.95 2.11 27.92 23.95 29.95 1.36 27.92 23.95 28.95 1.14 27.92 23.95 27.95 1.15 27.92 23.95 26.95 1.33 27.92 23.95 25.95 1.54 27.92 23.95 24.95 1.80 27.92 23.95 23.95 2.16 29.92 11.95 17.95 2.16 29.92 11.95 16.95 1.72 29.92 11.95 15.95 1.75 29.92 11.95 14.95 2.21 29.92 11.95 13.95 2.80 29.92 11.95 12.95 2.99 29.92 11.95 11.95 2.79 29.92 13.95 19.95 1.94 29.92 13.95 18.95 1.57 29.92 13.95 17.95 1.58 29.92 13.95 16.95 1.99 29.92 13.95 15.95 2.58 29.92 13.95 14.95 3.06 29.92 13.95 13.95 3.01 29.92 15.95 21.95 1.79 29.92 15.95 20.95 1.45 29.92 15.95 19.95 1.46 29.92 15.95 18.95 1.82 29.92 15.95 17.95 2.36 29.92 15.95 16.95 3.01 29.92 15.95 15.95 3.17 29.92 17.95 23.95 1.68 29.92 17.95 22.95 1.37 29.92 17.95 21.95 1.37 29.92 17.95 20.95 1.69 29.92 17.95 19.95 2.16 29.92 17.95 18.95 2.82 29.92 17.95 17.95 3.29 29.92 19.95 25.95 1.60 29.92 19.95 24.95 1.32 29.92 19.95 23.95 1.31 29.92 19.95 22.95 1.59 29.92 19.95 21.95 2.01 29.92 19.95 20.95 2.60 29.92 19.95 19.95 3.38 29.92 21.95 27.95 1.55 29.92 21.95 26.95 1.28 29.92 21.95 25.95 1.27 29.92 21.95 24.95 1.51 29.92 21.95 23.95 1.88 29.92 21.95 22.95 2.40 29.92 21.95 21.95 3.40 29.92 23.95 29.95 1.51 29.92 23.95 28.95 1.25 29.92 23.95 27.95 1.25 29.92 23.95 26.95 1.46 29.92 23.95 25.95 1.78 29.92 23.95 24.95 2.24 29.92 23.95 23.95 3.20 31.92 11.95 17.95 3.19 31.92 11.95 16.95 2.72 31.92 11.95 15.95 2.56 31.92 11.95 14.95 3.30 31.92 11.95 13.95 4.13 31.92 11.95 12.95 6.04 31.92 11.95 11.95 5.94 31.92 13.95 19.95 2.71 31.92 13.95 18.95 2.30 31.92 13.95 17.95 2.19 31.92 13.95 16.95 2.95 31.92 13.95 15.95 3.78 31.92 13.95 14.95 4.88 31.92 13.95 13.95 511.39 31.92 15.95 21.95 2.38 31.92 15.95 20.95 2.01 31.92 15.95 19.95 1.93 31.92 15.95 18.95 2.58 31.92 15.95 17.95 3.56 31.92 15.95 16.95 4.37 31.92 15.95 15.95 11.94 31.92 17.95 23.95 2.15 31.92 17.95 22.95 1.81 31.92 17.95 21.95 1.73 31.92 17.95 20.95 2.28 31.92 17.95 19.95 3.21 31.92 17.95 18.95 4.10 31.92 17.95 17.95 7.54 31.92 19.95 25.95 1.97 31.92 19.95 24.95 1.67 31.92 19.95 23.95 1.59 31.92 19.95 22.95 2.06 31.92 19.95 21.95 2.86 31.92 19.95 20.95 3.93 31.92 19.95 19.95 6.15 31.92 21.95 27.95 1.85 31.92 21.95 26.95 1.56 31.92 21.95 25.95 1.49 31.92 21.95 24.95 1.88 31.92 21.95 23.95 2.56 31.92 21.95 22.95 3.75 31.92 21.95 21.95 5.47 31.92 23.95 29.95 1.77 31.92 23.95 28.95 1.49 31.92 23.95 27.95 1.41 31.92 23.95 26.95 1.75 31.92 23.95 25.95 2.32 31.92 23.95 24.95 3.39 31.92 23.95 23.95 5.07 33.92 11.95 17.95 5.59 33.92 11.95 16.95 4.99 33.92 11.95 15.95 4.17 33.92 11.95 14.95 6.64 33.92 11.95 13.95 3227.47 33.92 11.95 12.95 1.96 33.92 13.95 19.95 4.40 33.92 13.95 18.95 3.98 33.92 13.95 17.95 3.54 33.92 13.95 16.95 4.90 33.92 13.95 15.95 10.73 33.92 13.95 14.95 4.46 33.92 15.95 21.95 3.60 33.92 15.95 20.95 3.23 33.92 15.95 19.95 2.97 33.92 15.95 18.95 4.16 33.92 15.95 17.95 6.59 33.92 15.95 16.95 17.21 33.92 17.95 23.95 3.07 33.92 17.95 22.95 2.73 33.92 17.95 21.95 2.51 33.92 17.95 20.95 3.67 33.92 17.95 19.95 5.27 33.92 17.95 18.95 26.27 33.92 19.95 25.95 2.70 33.92 19.95 24.95 2.37 33.92 19.95 23.95 2.18 33.92 19.95 22.95 3.14 33.92 19.95 21.95 4.64 33.92 19.95 20.95 10.05 33.92 19.95 19.95 1.58 33.92 21.95 27.95 2.42 33.92 21.95 26.95 2.12 33.92 21.95 25.95 1.94 33.92 21.95 24.95 2.71 33.92 21.95 23.95 4.24 33.92 21.95 22.95 7.15 33.92 21.95 21.95 1.71 33.92 23.95 29.95 2.22 33.92 23.95 28.95 1.93 33.92 23.95 27.95 1.77 33.92 23.95 26.95 2.40 33.92 23.95 25.95 3.73 33.92 23.95 24.95 5.92 33.92 23.95 23.95 1.82 [End of Data] [END OF ZONE RESULTS] [CircleResults] 0.000 -6.000 7 10 7 23.920 19.954 24.954 1.049 15.920 11.954 15.954 1.475 15.920 13.954 17.954 1.456 15.920 15.954 19.954 1.450 15.920 17.954 21.954 1.449 15.920 19.954 23.954 1.453 15.920 21.954 25.954 1.463 15.920 23.954 27.954 1.473 17.920 11.954 16.954 1.298 17.920 13.954 17.954 1.272 17.920 15.954 19.954 1.263 17.920 17.954 21.954 1.265 17.920 19.954 23.954 1.274 17.920 21.954 25.954 1.287 17.920 23.954 27.954 1.305 19.920 11.954 16.954 1.162 19.920 13.954 18.954 1.126 19.920 15.954 19.954 1.118 19.920 17.954 21.954 1.126 19.920 19.954 23.954 1.153 19.920 21.954 25.954 1.175 19.920 23.954 27.954 1.201 21.920 11.954 16.954 1.100 21.920 13.954 18.954 1.099 21.920 15.954 20.954 1.071 21.920 17.954 22.954 1.064 21.920 19.954 24.954 1.083 21.920 21.954 25.954 1.099 21.920 23.954 27.954 1.118 23.920 11.954 16.954 1.092 23.920 13.954 18.954 1.072 23.920 15.954 20.954 1.065 23.920 17.954 22.954 1.065 23.920 19.954 24.954 1.049 23.920 21.954 26.954 1.052 23.920 23.954 28.954 1.077 25.920 11.954 16.954 1.160 25.920 13.954 18.954 1.118 25.920 15.954 20.954 1.095 25.920 17.954 22.954 1.084 25.920 19.954 24.954 1.094 25.920 21.954 26.954 1.080 25.920 23.954 28.954 1.066 27.920 11.954 16.954 1.344 27.920 13.954 18.954 1.265 27.920 15.954 20.954 1.209 27.920 17.954 22.954 1.173 27.920 19.954 24.954 1.150 27.920 21.954 26.954 1.137 27.920 23.954 28.954 1.139 29.920 11.954 16.954 1.724 29.920 13.954 18.954 1.566 29.920 15.954 20.954 1.454 29.920 17.954 22.954 1.370 29.920 19.954 23.954 1.311 29.920 21.954 25.954 1.269 29.920 23.954 27.954 1.246 31.920 11.954 15.954 2.560 31.920 13.954 17.954 2.194 31.920 15.954 19.954 1.925 31.920 17.954 21.954 1.729 31.920 19.954 23.954 1.591 31.920 21.954 25.954 1.489 31.920 23.954 27.954 1.414 33.920 11.954 11.954 -1.000 33.920 13.954 13.954 -1.000 33.920 15.954 15.954 -1.000 33.920 17.954 17.954 -1.000 33.920 19.954 19.954 1.580 33.920 21.954 21.954 1.707 33.920 23.954 27.954 1.768 [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] 1.049 44 23.920 19.954 24.954 2.845 40.717 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] 3.575 2.845 5.504 6.592 6.596 6.592 4.386 3.575 4.425 5.504 6.601 6.596 5.197 4.386 3.457 4.425 6.606 6.601 5.245 5.197 3.403 3.457 6.606 6.606 6.193 5.245 2.391 3.403 6.589 6.606 7.142 6.193 1.483 2.391 6.488 6.589 8.090 7.142 0.664 1.483 6.386 6.488 9.600 8.090 -0.482 0.664 6.224 6.386 10.200 9.600 -0.890 -0.482 6.160 6.224 11.569 10.200 -1.729 -0.890 5.649 6.160 13.000 11.569 -2.484 -1.729 5.114 5.649 14.000 13.000 -2.944 -2.484 4.741 5.114 15.000 14.000 -3.351 -2.944 4.367 4.741 16.275 15.000 -3.800 -3.351 3.891 4.367 17.222 16.275 -4.084 -3.800 3.537 3.891 18.168 17.222 -4.328 -4.084 3.184 3.537 19.115 18.168 -4.533 -4.328 2.830 3.184 20.062 19.115 -4.700 -4.533 2.476 2.830 20.400 20.062 -4.750 -4.700 2.350 2.476 21.200 20.400 -4.851 -4.750 2.268 2.350 22.000 21.200 -4.926 -4.851 2.185 2.268 23.146 22.000 -4.988 -4.926 2.068 2.185 24.097 23.146 -4.999 -4.988 1.970 2.068 25.049 24.097 -4.974 -4.999 1.872 1.970 26.000 25.049 -4.913 -4.974 1.774 1.872 26.350 26.000 -4.881 -4.913 1.738 1.774 27.500 26.350 -4.742 -4.881 1.620 1.738 27.693 27.500 -4.713 -4.742 1.450 1.620 27.778 27.693 -4.700 -4.713 1.376 1.450 28.750 27.778 -4.528 -4.700 0.520 1.376 29.688 28.750 -4.324 -4.528 0.520 0.520 30.627 29.688 -4.082 -4.324 0.520 0.520 31.565 30.627 -3.800 -4.082 0.520 0.520 32.700 31.565 -3.404 -3.800 0.520 0.520 33.174 32.700 -3.221 -3.404 1.449 0.520 33.200 33.174 -3.210 -3.221 1.500 1.449 34.355 33.200 -2.713 -3.210 1.500 1.500 35.510 34.355 -2.145 -2.713 1.500 1.500 36.665 35.510 -1.500 -2.145 1.500 1.500 37.664 36.665 -0.874 -1.500 1.500 1.500 38.664 37.664 -0.179 -0.874 1.500 1.500 39.663 38.664 0.593 -0.179 1.500 1.500 40.662 39.663 1.450 0.593 1.500 1.500 40.717 40.662 1.500 1.450 1.500 1.500 [End of Data] [End of SliceGeometry] [strength and Loads] [Column Indication] CohBottom PhiBottom Cu K0 PoreOnSurface YFrea HPoreOnSurface VPoreOnSurface Weight ExternalLoad PseudoFactor [End of Column Indication] [Data] 0.000 30.000 0.000 0.000 0.000 3.694 0.000 -0.000 6.786 9.027 0.000 2.320 23.786 0.000 0.000 0.000 3.602 0.000 -0.000 22.892 7.429 0.000 3.440 21.687 0.000 0.000 0.000 3.505 0.000 -0.000 37.738 5.972 0.000 3.440 21.687 0.000 0.000 0.000 3.454 0.000 -0.000 2.668 0.321 0.000 5.060 19.604 0.000 0.000 0.000 3.394 -0.000 -0.000 61.792 5.820 0.000 5.060 19.604 0.000 0.000 0.000 3.281 -0.000 -0.000 76.747 5.047 0.000 5.500 19.172 0.000 0.000 0.000 3.168 -0.000 -0.000 89.508 4.508 0.000 5.500 19.172 0.000 0.000 0.000 3.021 -0.000 -0.000 166.300 0.000 0.000 1.020 20.010 0.000 0.000 0.000 2.895 -0.000 -0.000 73.781 0.000 0.000 1.020 20.010 0.000 0.000 0.000 2.778 -0.000 -0.000 177.930 0.000 0.000 0.000 22.001 0.000 0.000 0.000 2.610 -0.000 -0.000 194.832 0.000 0.000 0.000 22.001 0.000 0.000 0.000 2.465 -0.000 -0.000 139.403 0.000 0.000 0.000 22.001 0.000 0.000 0.000 2.346 -0.000 -0.000 140.575 0.000 0.000 0.000 22.001 0.000 0.000 0.000 2.210 -0.000 -0.000 179.407 0.000 0.000 0.000 22.001 0.000 0.000 0.000 2.077 -0.000 -0.000 132.123 0.000 0.000 0.000 22.001 0.000 0.000 0.000 1.964 -0.000 -0.000 129.925 0.000 0.000 0.000 22.001 0.000 0.000 0.000 1.851 -0.000 -0.000 127.164 0.000 0.000 0.000 22.001 0.000 0.000 0.000 1.738 -0.000 -0.000 123.857 0.000 0.000 0.000 30.000 0.000 0.000 0.000 1.661 -0.000 -0.000 43.337 0.000 0.000 0.000 30.000 0.000 0.000 0.000 1.593 -0.000 -0.000 102.305 0.000 0.000 0.000 30.000 0.000 0.000 0.000 1.498 -0.000 -0.000 102.408 0.000 0.000 0.000 30.000 0.000 0.000 0.000 1.450 -0.000 -0.000 146.235 0.000 0.000 0.000 30.000 0.000 0.000 0.000 1.450 -0.000 -0.000 120.422 0.000 0.000 0.000 30.000 0.000 0.000 0.000 1.450 -0.000 -0.000 118.778 0.000 0.000 0.000 30.000 0.000 0.000 0.000 1.450 -0.000 -0.000 116.442 0.000 0.000 0.000 30.000 0.000 0.000 0.000 1.450 -0.000 -0.000 42.133 0.000 0.000 0.000 30.000 0.000 0.000 0.000 1.450 -0.000 -0.000 134.927 0.000 0.000 0.000 30.000 0.000 0.000 0.000 1.450 -0.000 -0.000 21.838 0.000 0.000 0.000 30.000 0.000 0.000 0.364 1.450 -0.027 -0.031 9.370 0.000 0.000 0.000 22.001 0.000 0.000 4.927 1.450 -4.215 -4.790 97.002 0.000 0.000 0.000 0.000 0.000 0.000 9.123 1.450 0.000 -8.561 82.922 0.000 0.000 0.000 0.000 0.000 0.000 9.123 1.450 0.000 -8.561 79.781 0.000 0.000 0.000 0.000 0.000 0.000 9.123 1.450 0.000 -8.561 76.092 0.000 0.000 0.000 0.000 0.000 0.000 9.123 1.450 0.000 -10.353 85.574 0.000 0.000 0.000 0.000 0.000 0.000 4.566 1.450 4.242 -2.164 37.369 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.450 0.000 -0.000 2.241 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.450 0.000 -0.000 94.834 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.450 0.000 -0.000 83.764 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.450 0.000 -0.000 71.151 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.450 0.000 -0.000 49.947 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.450 0.000 -0.000 37.667 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.450 0.000 -0.000 24.037 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.450 0.000 -0.000 8.898 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.450 0.000 -0.000 0.026 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] 21.638 21.638 0.000 0.000 0.000 6.546 11.889 0.000 0.000 0.000 11.889 0.000 0.000 37.395 37.395 0.000 0.000 0.000 11.501 22.096 0.000 0.000 0.000 22.096 0.000 0.000 53.907 53.907 0.000 0.000 0.000 16.329 34.402 0.000 0.000 0.000 34.402 0.000 0.000 62.382 56.107 0.238 0.000 0.238 17.185 36.660 0.000 0.000 0.000 36.660 6.038 6.276 71.297 60.890 4.884 0.000 4.884 18.722 40.913 0.000 0.000 0.000 40.913 5.524 10.407 86.252 68.273 13.190 0.000 13.190 21.140 48.031 0.000 0.000 0.000 48.031 4.790 17.979 99.141 74.313 20.549 0.000 20.549 23.234 54.250 0.000 0.000 0.000 54.250 4.278 24.828 110.151 81.405 28.746 0.000 28.746 25.756 61.857 0.000 0.000 0.000 61.857 0.000 28.746 122.917 86.307 35.130 0.000 36.610 25.040 69.298 0.000 0.000 0.000 69.298 0.000 36.610 129.983 83.865 40.093 0.000 46.119 24.816 68.651 0.000 0.000 0.000 68.651 0.000 46.119 136.139 77.995 46.271 0.000 58.144 24.978 64.821 0.000 0.000 0.000 64.821 0.000 58.144 139.403 78.431 50.804 0.000 60.973 25.674 66.628 0.000 0.000 0.000 66.628 0.000 60.973 140.575 72.376 53.888 0.000 68.199 24.102 62.548 0.000 0.000 0.000 62.548 0.000 68.199 140.737 65.219 56.756 0.000 75.518 22.130 57.430 0.000 0.000 0.000 57.430 0.000 75.518 139.537 57.575 59.050 0.000 81.963 19.886 51.606 0.000 0.000 0.000 51.606 0.000 81.963 137.216 50.502 60.531 0.000 86.714 17.703 45.941 0.000 0.000 0.000 45.941 0.000 86.714 134.300 43.464 61.623 0.000 90.836 15.459 40.118 0.000 0.000 0.000 40.118 0.000 90.836 130.807 36.491 62.338 0.000 94.316 13.167 34.170 0.000 0.000 0.000 34.170 0.000 94.316 128.302 32.180 62.652 0.000 96.122 16.371 29.733 0.000 0.000 0.000 29.733 0.000 96.122 127.881 31.146 62.727 0.000 96.735 16.037 29.125 0.000 0.000 0.000 29.125 0.000 96.735 128.011 30.610 62.651 0.000 97.400 16.030 29.113 0.000 0.000 0.000 29.113 0.000 97.400 127.605 29.773 62.853 0.000 97.832 15.919 28.912 0.000 0.000 0.000 28.912 0.000 97.832 126.582 28.648 63.213 0.000 97.935 15.671 28.460 0.000 0.000 0.000 28.460 0.000 97.935 124.854 27.219 63.146 0.000 97.635 15.206 27.617 0.000 0.000 0.000 27.617 0.000 97.635 122.399 25.420 62.723 0.000 96.979 14.512 26.355 0.000 0.000 0.000 26.355 0.000 96.979 120.379 24.248 62.267 0.000 96.131 14.053 25.523 0.000 0.000 0.000 25.523 0.000 96.131 117.327 23.214 61.427 0.000 94.114 13.697 24.876 0.000 0.000 0.000 24.876 0.000 94.114 113.149 20.763 60.601 0.000 92.386 12.454 22.618 0.000 0.000 0.000 22.618 0.000 92.386 110.896 18.715 60.396 0.000 92.180 11.265 20.458 0.000 0.000 0.000 20.458 0.000 92.180 104.699 14.280 59.488 0.000 90.419 5.905 15.324 0.000 0.000 0.000 15.324 0.000 90.419 97.487 10.778 57.645 0.000 86.709 0.000 10.778 0.000 0.000 0.000 10.778 0.000 86.709 94.140 11.837 55.456 0.000 82.303 0.000 11.837 0.000 0.000 0.000 11.837 0.000 82.303 90.209 13.079 52.885 0.000 77.129 0.000 13.079 0.000 0.000 0.000 13.079 0.000 77.129 84.535 14.092 49.562 0.000 70.442 0.000 14.092 0.000 0.000 0.000 14.092 0.000 70.442 83.404 18.680 46.720 0.000 64.724 0.000 18.680 0.000 0.000 0.000 18.680 0.000 64.724 86.205 23.397 45.768 0.000 62.808 0.000 23.397 0.000 0.000 0.000 23.397 0.000 62.808 82.114 24.313 43.281 0.000 57.801 0.000 24.313 0.000 0.000 0.000 24.313 0.000 57.801 72.529 25.241 38.057 0.000 47.288 0.000 25.241 0.000 0.000 0.000 25.241 0.000 47.288 61.608 26.298 32.105 0.000 35.309 0.000 26.298 0.000 0.000 0.000 26.298 0.000 35.309 49.977 24.109 25.868 0.000 25.868 0.000 24.109 0.000 0.000 0.000 24.109 0.000 25.868 37.690 18.302 19.388 0.000 19.388 0.000 18.302 0.000 0.000 0.000 18.302 0.000 19.388 24.052 11.857 12.195 0.000 12.195 0.000 11.857 0.000 0.000 0.000 11.857 0.000 12.195 8.904 4.698 4.205 0.000 4.205 0.000 4.698 0.000 0.000 0.000 4.698 0.000 4.205 0.465 0.465 0.000 0.000 0.000 0.000 0.465 0.000 0.000 0.000 0.465 0.000 0.000 [End of Data] [End of Stresses] [End of Dump] [CALCULATION TIME] 00:00:01 [END OF CALCULATION TIME] [End of Dump File]