Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : DATE : 2013-09-03 TIME : 10:26:11 FILENAME : P:\1207478-leggerproductie-rijnland\Resultaten\Batch7_grootVerval_EnAndereZonderSom_stap1\Stap1_Invoer_Batch7_grootVerval_EnAnderenZonderSom\Geometries\249_042_00058.sti CREATED BY : D-Geo Stability version 10.1.3.2 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1001 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1003 [END OF VERSION] [SOIL COLLECTION] 11 = number of items [SOIL] Zand SoilColor=16575398 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=23.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klei zand SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.94 SoilGamWet=16.94 SoilRestSlope=0 SoilCohesion=3.80 SoilPhi=19.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klei humeus SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.69 SoilGamWet=13.69 SoilRestSlope=0 SoilCohesion=2.80 SoilPhi=12.60 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Veen SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.00 SoilGamWet=10.00 SoilRestSlope=0 SoilCohesion=1.00 SoilPhi=10.60 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klei siltig SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.68 SoilGamWet=14.68 SoilRestSlope=0 SoilCohesion=3.80 SoilPhi=14.10 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Veen kleiig SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.67 SoilGamWet=11.67 SoilRestSlope=0 SoilCohesion=1.90 SoilPhi=12.10 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Basisveen SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.00 SoilGamWet=12.00 SoilRestSlope=0 SoilCohesion=1.90 SoilPhi=12.10 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Pleistoceen SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=25.70 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Veen Gws SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=8.00 SoilGamWet=8.00 SoilRestSlope=0 SoilCohesion=0.80 SoilPhi=11.60 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klei veenig SoilColor=6923673 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=7.50 SoilGamWet=7.50 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=23.90 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Zand_mv SoilColor=5866717 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=23.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 158 - Number of geometry points - 1 44.190 -4.529 0.000 2 -30.000 -7.400 0.000 3 -17.899 -7.400 0.000 4 -2.960 -8.000 0.000 5 15.956 -8.000 0.000 6 45.906 -8.000 0.000 7 -16.670 -7.449 0.000 8 -16.680 -7.449 0.000 9 -30.000 -3.452 0.000 10 -29.499 -3.422 0.000 11 -28.997 -3.406 0.000 12 -28.496 -3.383 0.000 13 -27.995 -3.332 0.000 14 -27.494 -3.306 0.000 15 -26.992 -3.289 0.000 16 -26.491 -3.259 0.000 17 -25.990 -3.257 0.000 18 -25.488 -3.258 0.000 19 -24.987 -3.238 0.000 20 -24.486 -3.203 0.000 21 -23.985 -3.176 0.000 22 -23.483 -3.139 0.000 23 -22.982 -3.136 0.000 24 -22.481 -3.125 0.000 25 -21.979 -3.077 0.000 26 -21.478 -3.024 0.000 27 -20.977 -3.011 0.000 28 -20.476 -3.010 0.000 29 -19.974 -2.963 0.000 30 -19.473 -2.883 0.000 31 -18.972 -2.839 0.000 32 -18.471 -2.805 0.000 33 -17.969 -2.801 0.000 34 -17.468 -2.740 0.000 35 -16.967 -2.600 0.000 36 -16.465 -2.362 0.000 37 -15.964 -2.096 0.000 38 -15.463 -1.955 0.000 39 -14.962 -1.926 0.000 40 -14.460 -1.882 0.000 41 -13.959 -1.874 0.000 42 -13.458 -1.891 0.000 43 -12.956 -1.872 0.000 44 -12.455 -1.856 0.000 45 -11.954 -1.865 0.000 46 -11.453 -1.865 0.000 47 -10.951 -1.853 0.000 48 -10.450 -1.851 0.000 49 -9.949 -1.855 0.000 50 -9.447 -1.856 0.000 51 -8.946 -1.848 0.000 52 -8.445 -1.860 0.000 53 -7.944 -1.866 0.000 54 -7.442 -1.887 0.000 55 -6.941 -1.900 0.000 56 -6.440 -1.923 0.000 57 -5.938 -1.954 0.000 58 -5.437 -1.965 0.000 59 -4.936 -1.955 0.000 60 -4.435 -1.933 0.000 61 -3.933 -1.921 0.000 62 -3.432 -1.930 0.000 63 -2.931 -1.930 0.000 64 -2.430 -1.928 0.000 65 -1.928 -1.934 0.000 66 -1.427 -1.938 0.000 67 -0.926 -1.940 0.000 68 -0.424 -1.950 0.000 69 0.077 -1.958 0.000 70 0.578 -1.958 0.000 71 1.079 -1.971 0.000 72 1.581 -2.027 0.000 73 2.082 -2.075 0.000 74 2.583 -2.102 0.000 75 3.085 -2.145 0.000 76 3.586 -2.201 0.000 77 4.087 -2.239 0.000 78 4.588 -2.271 0.000 79 5.090 -2.304 0.000 80 5.591 -2.351 0.000 81 6.092 -2.389 0.000 82 6.594 -2.422 0.000 83 7.095 -2.476 0.000 84 7.596 -2.516 0.000 85 8.097 -2.565 0.000 86 8.599 -2.640 0.000 87 9.100 -2.695 0.000 88 12.609 -2.831 0.000 89 13.110 -2.853 0.000 90 13.612 -2.893 0.000 91 14.113 -2.926 0.000 92 14.614 -2.969 0.000 93 15.115 -2.980 0.000 94 15.617 -2.991 0.000 95 16.118 -3.032 0.000 96 16.619 -3.050 0.000 97 17.120 -3.045 0.000 98 17.622 -3.080 0.000 99 18.123 -3.113 0.000 100 18.624 -3.194 0.000 101 19.126 -3.252 0.000 102 19.627 -3.239 0.000 103 20.128 -3.227 0.000 104 20.629 -3.239 0.000 105 21.131 -3.283 0.000 106 21.632 -3.309 0.000 107 22.133 -3.278 0.000 108 22.635 -3.290 0.000 109 23.136 -3.353 0.000 110 23.637 -3.369 0.000 111 24.138 -3.359 0.000 112 24.640 -3.419 0.000 113 25.141 -3.459 0.000 114 25.642 -3.420 0.000 115 26.144 -3.378 0.000 116 26.645 -3.394 0.000 117 27.146 -3.471 0.000 118 27.647 -3.479 0.000 119 28.149 -3.552 0.000 120 28.650 -3.583 0.000 121 29.151 -3.630 0.000 122 41.182 -4.427 0.000 123 41.683 -4.438 0.000 124 42.185 -4.443 0.000 125 42.686 -4.475 0.000 126 43.187 -4.487 0.000 127 43.688 -4.482 0.000 128 44.691 -4.587 0.000 129 45.192 -4.542 0.000 130 45.906 -4.433 0.000 131 -30.000 -3.991 0.000 132 -18.675 -3.400 0.000 133 -1.990 -3.900 0.000 134 16.053 -4.600 0.000 135 45.906 -4.825 0.000 136 -30.000 -5.900 0.000 137 -18.093 -5.900 0.000 138 -2.669 -6.000 0.000 139 16.247 -5.700 0.000 140 45.906 -5.700 0.000 141 -30.000 -6.900 0.000 142 -18.022 -6.900 0.000 143 -2.184 -7.300 0.000 144 16.053 -7.200 0.000 145 45.906 -7.200 0.000 146 -30.000 -11.000 0.000 147 45.906 -11.000 0.000 148 -30.000 -12.000 0.000 149 45.906 -12.000 0.000 150 -30.000 -13.680 0.000 151 45.906 -13.680 0.000 152 -30.000 -3.551 0.000 153 -17.511 -3.163 0.000 154 -15.079 -2.581 0.000 155 -0.535 -2.775 0.000 156 45.906 -5.308 0.000 157 -30.000 -10.050 0.000 158 45.906 -10.050 0.000 [END OF POINTS] [CURVES] 147 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 8 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 4 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 7 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 131 132 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 132 133 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 133 134 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 134 135 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 137 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 137 138 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 138 139 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 139 140 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 141 142 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 142 143 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 143 144 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 144 145 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 146 147 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 148 149 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 152 153 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 153 154 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 154 155 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 155 156 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 157 158 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 150 151 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 128 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 129 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 134 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 135 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 118 136 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 119 137 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 120 138 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 139 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 122 140 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 123 141 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 124 142 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 143 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 126 144 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 127 145 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 127 128 146 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 128 129 147 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 129 130 [END OF CURVES] [BOUNDARIES] 8 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 26 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 20 2 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 19 3 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 6 1 2 3 4 4 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 15 16 17 18 5 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 11 12 13 14 6 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 7 8 9 10 7 - Boundary number 121 - number of curves on boundary, next line(s) are curvenumbers 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 8 - Number of boundaries - 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 8 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 8 - Number of boundaries - 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 21 22 23 24 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 25 [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] 7 - Number of layers - 1 - Layer number, next line is material of layer Pleistoceen 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 Basisveen 1 - 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 Veen kleiig 1 - Piezometric level line at top of layer 1 - 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 Veen kleiig 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 Klei siltig 1 - Piezometric level line at top of layer 1 - 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 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 6 - Boundarynumber at top of layer 5 - Boundarynumber at bottom of layer 7 - Layer number, next line is material of layer Zand_mv 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 [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] STBI hoogwater met verkeersbelasting Labwaarden WW-25-32-05 LR 5,1 BTW-BTO-KR STBI WW 25 Polder de Noordplas [MODEL] 1 : Bishop 1 : C phi 0 : Probabilistic off 1 : Mean 1 : Geotextiles on 0 : Nails off 0 : Zone plot off 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 7 Number of layers 7 100 6 100 100 5 100 100 100 4 100 100 100 100 3 100 100 100 100 100 2 100 100 100 100 100 100 1 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 20 20 20 100 100 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 [CIRCLES] -23.390 -13.390 15 X-direction 4.300 12.300 15 Y-direction -2.000 -6.000 15 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 Calamiteitenbelasting 13.00 = magnitude -11.11 -8.61 = xstart and xend 45.00 = distribution angle 2 = temporary load [TREE ON SLOPE] 0.00 = WindForce 0.00 = XCoordinate 0.00 = YCoordinate 10.00 = width of root zone 0.0 = AngleOfDistribution [END OF TREE ON SLOPE] [EARTH QUAKE] 0.000 = horizontal acceleration 0.000 = vertical acceleration 0.000 = free water moment factor [SIGMA-TAU CURVES] 0 = number of items [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MINIMAL REQUIRED CIRCLE DEPTH] 1.00 [m] [Slip Circle Selection] IsMinXEntryUsed=0 IsMaxXEntryUsed=0 XEntryMin=0.00 XEntryMax=0.00 [End of Slip Circle Selection] [START VALUE SAFETY FACTOR] 1.000 [-] [REFERENCE LEVEL CU] 8 [LIFT SLIP DATA] 0.000 0.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 0.000 0.000 1 X-direction Right 0.000 0.000 1 Y-direction Right 0.000 0.000 1 Y-direction tangent lines 0 Automatic grid calculation (1) [EXTERNAL WATER LEVELS] 0 = No water data used 0.00 = Design level 0.30 = Decimate height 1 norm = 1/10000 1 = number of items Water data (1) 1 = Phreatic line 0.00 = Level Piezo lines 7 - Number of layers 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 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] [MODEL SPECIAL] IsAlternativeStrength=0 [END OF MODEL SPECIAL] [NAIL TYPE DEFAULTS] NailTypeLengthNail=0.00 NailTypeDiameterNail=0.00 NailTypeDiameterGrout=0.00 NailTypeYieldForceNail=0.00 NailTypePlasticMomentNail=0.00 NailTypeBendingStiffnessNail=0.00E+00 NailTypeUseFacingOrBearingPlate=0 [END OF NAIL TYPE DEFAULTS] [END OF INPUT FILE]