Input file for MStab : Stability of earth slopes. ============================================================================== COMPANY : Grontmij LICENSE : Unknown DATE : 29-1-2010 TIME : 14:31:30 FILENAME : P:\230277\03-Projecten\037 - WW14 Gecombineerde Starrevaart- en Damhouderpolder\03 - Werkmap\08 Gedetailleerde toets\Mstab\m_06130_4B\STBI\m_06130_hoogwater_belasting_tracélijn.sti CREATED BY : MStab version 9.10.8.6 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1000 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 MStab=1002 [END OF VERSION] [SOIL COLLECTION] 8 = number of items [SOIL] Veen > 300 SoilColor=16575398 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry= 10.2 SoilGamWet= 10.2 SoilRestSlope=0 SoilCohesion= 2.1 SoilPhi= 11.3 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 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 < 300 SoilColor=11141025 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.20 SoilGamWet=11.20 SoilRestSlope=0 SoilCohesion=2.00 SoilPhi=13.80 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 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 (12,5-14,4) SoilColor=2763429 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry= 13.5 SoilGamWet= 13.5 SoilRestSlope=0 SoilCohesion= 2.4 SoilPhi= 15.5 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 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 (14,5-16,4) SoilColor=7077877 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry= 15.5 SoilGamWet= 15.5 SoilRestSlope=0 SoilCohesion= 2.3 SoilPhi= 19.2 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 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=42495 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.70 SoilGamWet=17.70 SoilRestSlope=0 SoilCohesion=1.60 SoilPhi=26.20 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 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 SoilColor=15728396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry= 18 SoilGamWet= 20 SoilRestSlope=0 SoilCohesion= 0 SoilPhi= 23 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 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=851951 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry= 12 SoilGamWet= 12 SoilRestSlope=0 SoilCohesion= 1.9 SoilPhi= 12.1 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 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=5244889 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry= 18 SoilGamWet= 20 SoilRestSlope=0 SoilCohesion= 0 SoilPhi= 25.7 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 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 [POINTS] 300 - Number of geometry points - 1 0.000 -0.884 0.000 2 5.500 -0.481 0.000 3 5.541 -0.508 0.000 4 6.041 -0.344 0.000 5 6.541 -0.243 0.000 6 7.041 -0.101 0.000 7 7.541 -0.015 0.000 8 8.041 -0.016 0.000 9 8.541 0.030 0.000 10 9.041 0.153 0.000 11 9.541 0.196 0.000 12 10.041 0.238 0.000 13 10.541 0.278 0.000 14 11.041 0.292 0.000 15 11.541 0.306 0.000 16 12.041 0.296 0.000 17 12.541 0.304 0.000 18 13.041 0.303 0.000 19 13.541 0.261 0.000 20 14.041 0.267 0.000 21 14.541 0.237 0.000 22 15.041 0.260 0.000 23 15.541 0.222 0.000 24 16.041 0.163 0.000 25 16.541 0.089 0.000 26 17.041 0.024 0.000 27 17.541 0.024 0.000 28 18.041 0.050 0.000 29 18.541 0.105 0.000 30 19.041 0.003 0.000 31 19.541 -0.034 0.000 32 20.041 -0.034 0.000 33 20.541 -0.037 0.000 34 21.041 -0.072 0.000 35 21.541 0.012 0.000 36 22.041 -0.016 0.000 37 22.541 -0.019 0.000 38 23.041 0.067 0.000 39 23.541 0.043 0.000 40 24.041 0.023 0.000 41 24.541 0.290 0.000 42 25.041 0.221 0.000 43 25.541 0.292 0.000 44 26.041 0.097 0.000 45 26.541 0.048 0.000 46 27.041 0.032 0.000 47 27.541 -0.164 0.000 48 28.041 -0.332 0.000 49 28.541 -0.379 0.000 50 29.041 -0.485 0.000 51 29.541 -0.440 0.000 52 30.041 -0.277 0.000 53 30.541 -0.146 0.000 54 31.041 -0.024 0.000 55 31.541 0.018 0.000 56 32.041 0.018 0.000 57 32.541 0.006 0.000 58 33.041 0.024 0.000 59 33.541 0.023 0.000 60 34.041 0.023 0.000 61 34.541 0.023 0.000 62 35.041 0.013 0.000 63 35.541 0.001 0.000 64 36.041 -0.005 0.000 65 36.541 -0.032 0.000 66 37.041 -0.032 0.000 67 37.541 0.008 0.000 68 38.041 0.025 0.000 69 38.541 0.056 0.000 70 39.041 0.050 0.000 71 39.541 0.048 0.000 72 40.041 0.020 0.000 73 40.541 -0.069 0.000 74 41.041 -0.195 0.000 75 41.541 -0.230 0.000 76 42.041 -0.366 0.000 77 42.541 -0.436 0.000 78 43.041 -0.181 0.000 79 43.541 -0.160 0.000 80 44.041 -0.139 0.000 81 44.541 -0.154 0.000 82 45.041 -0.139 0.000 83 45.541 -0.151 0.000 84 46.041 -0.085 0.000 85 46.541 -0.105 0.000 86 47.041 -0.119 0.000 87 47.541 -0.120 0.000 88 48.041 -0.096 0.000 89 48.541 -0.087 0.000 90 49.041 -0.066 0.000 91 49.541 -0.101 0.000 92 50.041 -0.134 0.000 93 50.541 -0.094 0.000 94 51.041 -0.094 0.000 95 51.541 -0.150 0.000 96 52.041 -0.109 0.000 97 52.541 -0.096 0.000 98 53.041 -0.153 0.000 99 53.541 -0.153 0.000 100 54.041 -0.096 0.000 101 54.541 -0.120 0.000 102 55.041 -0.117 0.000 103 55.541 -0.112 0.000 104 56.041 -0.096 0.000 105 56.541 -0.132 0.000 106 57.041 -0.115 0.000 107 57.541 -0.128 0.000 108 58.041 -0.127 0.000 109 58.541 -0.097 0.000 110 59.041 -0.114 0.000 111 59.541 -0.123 0.000 112 60.041 -0.125 0.000 113 60.541 -0.104 0.000 114 61.041 -0.119 0.000 115 61.541 -0.128 0.000 116 62.041 -0.119 0.000 117 62.541 -0.119 0.000 118 63.041 -0.124 0.000 119 63.541 -0.086 0.000 120 64.041 -0.126 0.000 121 64.541 -0.123 0.000 122 65.041 -0.123 0.000 123 65.541 -0.123 0.000 124 66.041 -0.151 0.000 125 66.541 -0.134 0.000 126 67.041 -0.148 0.000 127 67.541 -0.134 0.000 128 68.041 -0.134 0.000 129 68.541 -0.160 0.000 130 69.041 -0.154 0.000 131 69.541 -0.179 0.000 132 70.041 -0.233 0.000 133 70.541 -0.233 0.000 134 71.041 -0.256 0.000 135 71.541 -0.243 0.000 136 72.041 -0.230 0.000 137 72.541 -0.269 0.000 138 73.041 -0.230 0.000 139 73.541 -0.205 0.000 140 74.041 -0.219 0.000 141 74.541 -0.196 0.000 142 75.041 -0.196 0.000 143 75.541 -0.147 0.000 144 76.041 -0.167 0.000 145 76.541 -0.168 0.000 146 77.041 -0.167 0.000 147 77.541 -0.216 0.000 148 78.041 -0.196 0.000 149 78.541 -0.225 0.000 150 79.041 -0.220 0.000 151 79.541 -0.246 0.000 152 80.041 -0.256 0.000 153 80.541 -0.249 0.000 154 81.041 -0.262 0.000 155 81.541 -0.277 0.000 156 82.041 -0.277 0.000 157 82.541 -0.273 0.000 158 83.041 -0.241 0.000 159 83.541 -0.269 0.000 160 84.041 -0.267 0.000 161 84.541 -0.267 0.000 162 85.041 -0.262 0.000 163 85.541 -0.258 0.000 164 86.041 -0.268 0.000 165 86.541 -0.251 0.000 166 87.041 -0.251 0.000 167 87.541 -0.290 0.000 168 88.041 -0.290 0.000 169 88.541 -0.273 0.000 170 89.041 -0.326 0.000 171 89.541 -0.354 0.000 172 90.041 -0.364 0.000 173 90.541 -0.351 0.000 174 91.041 -0.358 0.000 175 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30.897 -1.710 0.000 297 41.392 -2.000 0.000 298 150.000 -2.000 0.000 299 0.000 -2.500 0.000 300 150.000 -2.500 0.000 [CURVES] 293 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 11 - Curve number 2 - 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points on curve, next line(s) are pointnumbers 218 219 219 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 219 220 220 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 220 221 221 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 221 222 222 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 222 223 223 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 223 224 224 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 224 225 225 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 225 226 226 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 226 227 227 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 227 228 228 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 228 229 229 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 229 230 230 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 230 231 231 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 231 232 232 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 232 233 233 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 233 234 234 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 234 235 235 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 235 236 236 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 236 237 237 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 237 238 238 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 238 239 239 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 239 240 240 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 240 241 241 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 241 242 242 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 242 243 243 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 243 244 244 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 244 245 245 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 245 246 246 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 246 247 247 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 247 248 248 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 248 249 249 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 249 250 250 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 250 251 251 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 251 252 252 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 252 253 253 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 253 254 254 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 254 255 255 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 255 256 256 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 256 257 257 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 257 258 258 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 258 259 259 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 259 260 260 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 260 261 261 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 261 262 262 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 262 263 263 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 263 264 264 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 264 265 265 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 265 266 266 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 266 267 267 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 267 268 268 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 268 269 269 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 269 270 270 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 270 271 271 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 271 272 272 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 272 273 273 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 273 274 274 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 274 275 275 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 276 277 276 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 277 278 277 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 278 279 278 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 279 270 279 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 280 281 280 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 281 278 281 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 273 282 282 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 283 284 283 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 284 285 284 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 285 286 285 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 287 288 286 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 289 290 287 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 291 292 288 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 293 294 289 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 294 295 290 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 295 296 291 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 296 297 292 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 297 298 293 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 299 300 [BOUNDARIES] 8 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 287 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 286 2 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 285 3 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 282 283 284 4 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 279 280 277 278 270 271 272 281 5 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 279 280 277 278 270 271 272 273 274 6 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 275 276 277 278 270 271 272 273 274 7 - Boundary number 274 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 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 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 [USE PROBABILISTIC DEFAULTS BOUNDARIES] 8 - Number of boundaries - 1 1 1 1 1 1 1 1 [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 [DISTRIBUTION BOUNDARIES] 8 - Number of boundaries - 0 0 0 0 0 0 0 0 [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 288 289 290 291 292 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 293 [PHREATIC LINE] 1 - Number of the piezometric level line acting as 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 - [LAYERS] 7 - Number of layers - 1 - Layer number, next line is material of layer Pleistoceen 1 - Piezometric level line at top of layer 1 - 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 1 - 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 Klei, siltig (14,5-16,4) 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 > 300 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 Zand 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 kleiig < 300 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 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 [LAYERLOADS] - Layers which are loads - [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] GSD-polder, kadevak: WW-14-04B STBI, hoogwater met belasting op de tracélijn Gedetailleerde toets [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] 100 100 20 20 100 20 100 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] 133.106 142.380 10 X-direction -0.091 8.411 10 Y-direction -1.550 -6.000 10 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 verkeersbelasting 13.00 = magnitude 129.59 132.09 = 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] 2.00 [m] [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 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 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 [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] [END OF INPUT FILE]