Input file for DGSMStabDam : Stability of earth slopes. ============================================================================== COMPANY : DATE : 4-5-2020 TIME : 07:51:35 FILENAME : \\hhrs.rijnland.org\dfs\Users\jthiele\Documenten\DAM\SlopeLayerTool\NieuwTest\OutBat\Interim111-DIG-8986-07.1a.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] 6 = 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 siltig 14,5-16,5 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 humeus <14 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] ophoogmateriaal_klei 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] Veen > 300 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] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 95 - Number of geometry points - 1 -5.000 -2.101 0.000 2 -1.500 -2.116 0.000 3 -0.280 -0.881 0.000 4 0.000 -0.681 0.000 5 0.290 -0.481 0.000 6 0.549 -0.428 0.000 7 0.780 -0.381 0.000 8 1.220 -0.631 0.000 9 1.840 -0.343 0.000 10 1.899 -0.316 0.000 11 2.520 -0.042 0.000 12 2.780 0.073 0.000 13 3.000 0.175 0.000 14 4.330 0.176 0.000 15 4.500 0.176 0.000 16 4.510 -0.324 0.000 17 5.020 -0.525 0.000 18 5.501 -0.718 0.000 19 5.720 -0.806 0.000 20 7.450 -0.744 0.000 21 8.000 -0.794 0.000 22 8.230 -0.816 0.000 23 8.894 -1.005 0.000 24 10.473 -1.309 0.000 25 12.982 -1.771 0.000 26 13.010 -1.778 0.000 27 17.026 -2.403 0.000 28 17.750 -2.495 0.000 29 22.450 -3.105 0.000 30 22.520 -3.107 0.000 31 26.033 -3.488 0.000 32 26.050 -3.489 0.000 33 29.310 -3.822 0.000 34 36.210 -4.465 0.000 35 36.381 -4.478 0.000 36 36.800 -4.515 0.000 37 39.101 -4.697 0.000 38 41.250 -4.821 0.000 39 41.260 -4.321 0.000 40 46.320 -4.643 0.000 41 46.500 -4.700 0.000 42 46.699 -4.763 0.000 43 46.890 -4.823 0.000 44 47.140 -5.174 0.000 45 47.320 -5.885 0.000 46 47.630 -6.075 0.000 47 47.990 -5.944 0.000 48 48.360 -5.943 0.000 49 48.610 -5.152 0.000 50 49.100 -4.961 0.000 51 49.950 -4.861 0.000 52 54.360 -4.910 0.000 53 59.810 -4.890 0.000 54 60.000 -4.886 0.000 55 -5.000 -32.281 0.000 56 60.000 -32.281 0.000 57 -5.000 -31.550 0.000 58 36.260 -31.550 0.000 59 41.260 -31.550 0.000 60 46.260 -31.550 0.000 61 60.000 -31.550 0.000 62 41.260 -11.550 0.000 63 46.260 -11.550 0.000 64 60.000 -11.550 0.000 65 41.260 -11.450 0.000 66 41.260 -10.651 0.000 67 41.260 -10.006 0.000 68 46.260 -10.006 0.000 69 60.000 -10.006 0.000 70 41.260 -8.302 0.000 71 41.260 -8.209 0.000 72 46.260 -8.209 0.000 73 60.000 -8.209 0.000 74 41.260 -6.002 0.000 75 41.260 -4.958 0.000 76 46.260 -4.958 0.000 77 60.000 -4.958 0.000 78 41.260 -4.401 0.000 79 -5.000 -11.450 0.000 80 36.260 -11.450 0.000 81 -5.000 -10.651 0.000 82 36.260 -10.651 0.000 83 -5.000 -8.302 0.000 84 36.260 -8.302 0.000 85 -5.000 -6.002 0.000 86 36.260 -6.002 0.000 87 -5.000 -2.822 0.000 88 0.274 -0.492 0.000 89 0.975 -0.492 0.000 90 1.519 -0.492 0.000 91 4.936 -0.492 0.000 92 20.270 -2.822 0.000 93 42.517 -4.401 0.000 94 46.986 -4.958 0.000 95 49.126 -4.958 0.000 [END OF POINTS] [CURVES] 97 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 62 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 65 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 70 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 74 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 94 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 77 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 78 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 93 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 39 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 65 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 66 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 70 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 74 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 92 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 88 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 5 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 89 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 8 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 90 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 9 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 91 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 17 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 92 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 29 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 93 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 40 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 94 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 44 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 95 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 51 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 [END OF CURVES] [BOUNDARIES] 17 - 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 5 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 7 8 3 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 10 11 12 13 4 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 10 11 14 15 16 17 5 - Boundary number 21 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 10 11 14 15 18 19 20 21 86 87 88 89 90 91 92 93 22 6 - Boundary number 24 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 10 11 14 15 18 19 20 21 86 87 88 89 90 91 92 93 94 95 96 97 7 - Boundary number 29 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 10 11 14 15 18 19 23 24 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 8 - Boundary number 30 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 10 11 14 15 18 19 23 25 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 9 - Boundary number 28 - number of curves on boundary, next line(s) are curvenumbers 26 27 10 11 14 15 18 19 23 25 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 10 - Boundary number 27 - number of curves on boundary, next line(s) are curvenumbers 28 29 11 14 15 18 19 23 25 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 11 - Boundary number 25 - number of curves on boundary, next line(s) are curvenumbers 30 31 15 18 19 23 25 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 12 - Boundary number 23 - number of curves on boundary, next line(s) are curvenumbers 32 33 19 23 25 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 13 - Boundary number 30 - number of curves on boundary, next line(s) are curvenumbers 34 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 14 - Boundary number 50 - number of curves on boundary, next line(s) are curvenumbers 37 38 39 40 35 45 46 36 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 15 - Boundary number 58 - number of curves on boundary, next line(s) are curvenumbers 37 38 39 40 35 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 16 - Boundary number 61 - number of curves on boundary, next line(s) are curvenumbers 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 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 17 - Number of boundaries - 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] 17 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 17 - Number of boundaries - 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] 16 - 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 siltig 14,5-16,5 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 humeus <14 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 Klei humeus <14 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 ophoogmateriaal_klei 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 Pleistoceen zand 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 Basisveen 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 Klei siltig 14,5-16,5 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 Veen > 300 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 Klei humeus <14 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 ophoogmateriaal_klei 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 ophoogmateriaal_klei 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 [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] 16 Number of layers 16 100 15 100 100 14 100 100 100 13 100 100 100 100 12 100 100 100 100 100 11 100 100 100 100 100 100 10 100 100 100 100 100 100 100 9 100 100 100 100 100 100 100 100 8 100 100 100 100 100 100 100 100 100 7 100 100 100 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 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 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 [END OF DEGREE EARTH QUAKE] [CIRCLES] 3.750 28.750 26 X-direction 0.676 16.302 18 Y-direction -6.075 -12.326 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 16 - 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 [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] 59.99 = 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]