Input file for DGSMStabDam : Stability of earth slopes. ============================================================================== COMPANY : DATE : 6-5-2020 TIME : 16:10:33 FILENAME : D:\LayerOnSlopeTool\src\bin\Debug\TestFiles\OutputFilesMultiFiles\111-DIG-8986-07.4.sti CREATED BY : DGeoStability version 18.1.1.1 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1003 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1008 [END OF VERSION] [SOIL COLLECTION] 7 = number of items [SOIL] Pleistoceen zand SoilColor=7648893 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 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=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=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] Basisveen SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 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=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=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] Klei zandig >16,5 SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 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=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=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] Klei siltig 14,5-16,5 SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 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=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=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] Veen > 300 SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 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=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=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] Klei humeus <14 SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 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=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=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] ophoogmateriaal_klei SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 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=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=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] 109 - Number of geometry points - 1 -5.000 -2.101 0.000 2 -1.394 -2.102 0.000 3 0.000 -0.811 0.000 4 2.600 -0.833 0.000 5 2.810 -0.803 0.000 6 3.300 -0.732 0.000 7 4.643 -0.338 0.000 8 4.770 -0.301 0.000 9 5.790 -0.189 0.000 10 6.400 0.181 0.000 11 6.500 0.180 0.000 12 6.830 0.178 0.000 13 8.840 0.178 0.000 14 9.000 0.178 0.000 15 9.400 0.178 0.000 16 9.610 0.082 0.000 17 10.410 -0.290 0.000 18 10.500 -0.295 0.000 19 11.490 -0.411 0.000 20 12.205 -0.573 0.000 21 12.830 -0.729 0.000 22 12.855 -0.731 0.000 23 14.700 -1.077 0.000 24 15.000 -1.134 0.000 25 18.690 -1.843 0.000 26 23.320 -2.695 0.000 27 26.200 -3.176 0.000 28 28.380 -3.519 0.000 29 28.500 -3.535 0.000 30 28.700 -3.588 0.000 31 32.000 -4.371 0.000 32 32.140 -4.402 0.000 33 33.180 -4.667 0.000 34 33.500 -4.729 0.000 35 34.090 -4.849 0.000 36 34.259 -5.020 0.000 37 34.480 -5.258 0.000 38 34.553 -5.310 0.000 39 35.079 -5.817 0.000 40 35.460 -5.989 0.000 41 35.941 -5.926 0.000 42 36.389 -5.304 0.000 43 36.440 -5.240 0.000 44 36.770 -4.853 0.000 45 37.490 -4.752 0.000 46 39.570 -4.681 0.000 47 44.840 -4.850 0.000 48 50.000 -4.800 0.000 49 -5.000 -32.026 0.000 50 50.000 -32.026 0.000 51 -5.000 -31.300 0.000 52 28.180 -31.300 0.000 53 33.180 -31.300 0.000 54 38.180 -31.300 0.000 55 50.000 -31.300 0.000 56 33.180 -11.300 0.000 57 33.180 -10.900 0.000 58 38.180 -10.900 0.000 59 50.000 -10.900 0.000 60 33.180 -10.501 0.000 61 33.180 -10.104 0.000 62 38.180 -10.104 0.000 63 50.000 -10.104 0.000 64 33.180 -9.505 0.000 65 38.180 -9.505 0.000 66 50.000 -9.505 0.000 67 33.180 -8.902 0.000 68 33.180 -5.313 0.000 69 34.556 -5.313 0.000 70 36.383 -5.313 0.000 71 38.180 -5.313 0.000 72 50.000 -5.313 0.000 73 36.668 -4.973 0.000 74 38.180 -4.973 0.000 75 50.000 -4.973 0.000 76 33.180 -5.203 0.000 77 33.180 -4.973 0.000 78 34.213 -4.973 0.000 79 -5.000 -11.300 0.000 80 28.180 -11.300 0.000 81 -5.000 -10.501 0.000 82 28.180 -10.501 0.000 83 -5.000 -8.902 0.000 84 28.180 -8.902 0.000 85 -5.000 -5.203 0.000 86 28.180 -5.203 0.000 87 2.817 -0.802 0.000 88 10.560 -0.802 0.000 89 11.490 -0.911 0.000 90 12.205 -1.073 0.000 91 12.830 -1.229 0.000 92 12.855 -1.231 0.000 93 14.700 -1.577 0.000 94 15.000 -1.634 0.000 95 18.690 -2.343 0.000 96 23.320 -3.195 0.000 97 26.200 -3.676 0.000 98 28.380 -4.019 0.000 99 28.500 -4.035 0.000 100 28.700 -4.088 0.000 101 32.000 -4.871 0.000 102 32.140 -4.902 0.000 103 33.170 -5.167 0.000 104 5.853 -0.151 0.000 105 9.407 -0.151 0.000 106 9.410 -0.322 0.000 107 9.610 -0.418 0.000 108 10.410 -0.790 0.000 109 10.500 -0.795 0.000 [END OF POINTS] [CURVES] 117 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 56 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 60 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 64 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 67 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 39 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 70 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 42 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 73 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 44 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 76 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 36 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 69 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 33 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 78 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 56 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 60 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 67 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 76 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 87 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 33 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 6 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 104 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 88 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 10 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 105 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 [END OF CURVES] [BOUNDARIES] 23 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 1 1 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 2 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 7 8 9 3 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 7 10 11 12 13 4 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 7 10 11 14 15 16 5 - Boundary number 16 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 7 10 11 14 17 18 19 20 21 22 23 24 25 6 - Boundary number 19 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 7 10 11 14 17 18 19 20 21 22 23 26 27 28 29 30 7 - Boundary number 22 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 7 10 11 14 17 18 19 20 21 22 23 26 27 28 31 32 33 34 35 8 - Boundary number 21 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 7 10 11 14 17 18 19 20 21 22 23 26 27 117 32 33 34 35 9 - Boundary number 20 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 7 10 11 14 17 18 19 20 21 22 116 27 117 32 33 34 35 10 - Boundary number 26 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 7 10 11 14 17 18 36 37 38 39 40 41 42 20 21 22 116 27 117 32 33 34 35 11 - Boundary number 25 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 7 10 11 14 17 18 36 37 38 39 40 41 115 21 22 116 27 117 32 33 34 35 12 - Boundary number 28 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 7 10 11 14 17 18 36 37 43 44 45 46 39 40 41 115 21 22 116 27 117 32 33 34 35 13 - Boundary number 27 - number of curves on boundary, next line(s) are curvenumbers 47 48 7 10 11 14 17 18 36 37 43 44 45 46 39 40 41 115 21 22 116 27 117 32 33 34 35 14 - Boundary number 25 - number of curves on boundary, next line(s) are curvenumbers 49 50 11 14 17 18 36 37 43 44 45 46 39 40 41 115 21 22 116 27 117 32 33 34 35 15 - Boundary number 22 - number of curves on boundary, next line(s) are curvenumbers 51 52 18 36 37 43 44 45 46 39 40 41 115 21 22 116 27 117 32 33 34 35 16 - Boundary number 20 - number of curves on boundary, next line(s) are curvenumbers 53 54 37 43 44 45 46 39 40 41 115 21 22 116 27 117 32 33 34 35 17 - Boundary number 38 - number of curves on boundary, next line(s) are curvenumbers 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 44 45 46 39 40 41 115 21 22 116 27 117 32 33 34 35 18 - Boundary number 48 - number of curves on boundary, next line(s) are curvenumbers 55 56 57 58 59 77 78 79 80 81 82 83 84 85 86 87 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 44 45 46 39 40 41 115 21 22 116 27 117 32 33 34 35 19 - Boundary number 54 - number of curves on boundary, next line(s) are curvenumbers 55 56 57 58 59 77 78 79 80 81 88 89 90 91 92 93 94 83 84 85 86 87 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 44 45 46 39 40 41 115 21 22 116 27 117 32 33 34 35 20 - Boundary number 50 - number of curves on boundary, next line(s) are curvenumbers 55 56 57 58 59 77 78 79 80 81 88 89 90 91 92 93 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 44 45 46 39 40 41 115 21 22 116 27 117 32 33 34 35 21 - Boundary number 49 - number of curves on boundary, next line(s) are curvenumbers 55 56 57 58 59 77 78 79 80 96 89 90 91 92 93 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 44 45 46 39 40 41 115 21 22 116 27 117 32 33 34 35 22 - Boundary number 48 - number of curves on boundary, next line(s) are curvenumbers 55 56 57 58 95 78 79 80 96 89 90 91 92 93 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 44 45 46 39 40 41 115 21 22 116 27 117 32 33 34 35 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 23 - Number of boundaries - 1 1 1 1 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] 23 - 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 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 23 - Number of boundaries - 0 0 0 0 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] 0 - Number of piezometric level lines - [END OF PIEZO LINES] [PHREATIC LINE] 0 - 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] 22 - Number of layers - 1 - Layer number, next line is material of layer Pleistoceen zand 0 - Piezometric level line at top of layer 0 - 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 Pleistoceen zand 0 - Piezometric level line at top of layer 0 - 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 Basisveen 0 - Piezometric level line at top of layer 0 - 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 Klei zandig >16,5 0 - Piezometric level line at top of layer 0 - 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 Klei siltig 14,5-16,5 0 - Piezometric level line at top of layer 0 - 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 Veen > 300 0 - Piezometric level line at top of layer 0 - 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 Klei humeus <14 0 - Piezometric level line at top of layer 0 - 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 Veen > 300 0 - Piezometric level line at top of layer 0 - 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 Klei siltig 14,5-16,5 0 - Piezometric level line at top of layer 0 - 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 Veen > 300 0 - Piezometric level line at top of layer 0 - 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 ophoogmateriaal_klei 0 - Piezometric level line at top of layer 0 - 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 Klei humeus <14 0 - Piezometric level line at top of layer 0 - 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 Pleistoceen zand 0 - Piezometric level line at top of layer 0 - 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 Basisveen 0 - Piezometric level line at top of layer 0 - 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 Klei zandig >16,5 0 - Piezometric level line at top of layer 0 - 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 Klei siltig 14,5-16,5 0 - Piezometric level line at top of layer 0 - 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 Veen > 300 0 - Piezometric level line at top of layer 0 - 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 Klei humeus <14 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 18 - Boundarynumber at top of layer 17 - Boundarynumber at bottom of layer 19 - Layer number, next line is material of layer ophoogmateriaal_klei 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 19 - Boundarynumber at top of layer 18 - Boundarynumber at bottom of layer 20 - Layer number, next line is material of layer ophoogmateriaal_klei 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 20 - Boundarynumber at top of layer 19 - Boundarynumber at bottom of layer 21 - Layer number, next line is material of layer ophoogmateriaal_klei 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 21 - Boundarynumber at top of layer 20 - Boundarynumber at bottom of layer 22 - Layer number, next line is material of layer ophoogmateriaal_klei 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 22 - Boundarynumber at top of layer 21 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] [END OF RUN IDENTIFICATION TITLES] [MODEL] 1 : Bishop 1 : C phi 0 : Probabilistic off 1 : Mean 0 : Geotextiles off 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 [END OF MSEEPNET] [UNIT WEIGHT WATER] 9.81 : Unit weight water [END OF UNIT WEIGHT WATER] [DEGREE OF CONSOLIDATION] 22 Number of layers 22 100 21 100 100 20 100 100 100 19 100 100 100 100 18 100 100 100 100 100 17 100 100 100 100 100 100 16 100 100 100 100 100 100 100 15 100 100 100 100 100 100 100 100 14 100 100 100 100 100 100 100 100 100 13 100 100 100 100 100 100 100 100 100 100 12 100 100 100 100 100 100 100 100 100 100 100 11 100 100 100 100 100 100 100 100 100 100 100 100 10 100 100 100 100 100 100 100 100 100 100 100 100 100 9 100 100 100 100 100 100 100 100 100 100 100 100 100 100 8 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 7 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [END OF DEGREE OF CONSOLIDATION] [DEGREE TEMPORARY LOADS] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [END OF DEGREE TEMPORARY LOADS] [DEGREE EARTH QUAKE] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [END OF DEGREE EARTH QUAKE] [CIRCLES] 7.900 32.900 26 X-direction 0.678 16.096 16 Y-direction -5.989 -12.156 13 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] 0 = number of items [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] 0.00 [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 0 number of points [END OF REFERENCE LEVEL SU] [LIFT SLIP DATA] 0.000 0.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 0.000 0.000 1 X-direction Right 0.000 0.000 1 Y-direction Right 0.000 0.000 1 Y-direction tangent lines 0 Automatic grid calculation (1) [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 22 - Number of layers 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = 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=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 = Width top rest profile [m] 0.00 = X co-ordinate indicating start of zone [m] 49.99 = Boundary of M.H.W influence at X [m] 0.17 = Boundary of M.H.W influence at Y [m] 0.00 = Required safety in zone 1a 0.00 = Required safety in zone 1b 0.00 = Required safety in zone 2a 0.00 = Required safety in zone 2b -4.99 = Left side minimum road [m] -4.99 = 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=50 GenerationCount=50 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=50 GenerationCount=50 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 FILE]