Input file for DGSMStabDam : Stability of earth slopes. ============================================================================== COMPANY : DATE : 13-7-2020 TIME : 22:52:17 FILENAME : LayerOnSlopeToolOutput\020_GM_00001.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 humeus <14 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] Veen > 300 SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPOPTop=0.00 SoilPOPBottom=0.00 SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Veen < 300 SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPOPTop=0.00 SoilPOPBottom=0.00 SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klei siltig 14,5-16,5 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] 115 - Number of geometry points - 1 0.000 -1.200 0.000 2 0.820 -1.200 0.000 3 4.306 -2.750 0.000 4 4.400 -2.800 0.000 5 5.020 -2.800 0.000 6 6.430 -2.800 0.000 7 6.533 -2.750 0.000 8 7.990 -2.040 0.000 9 8.940 -2.050 0.000 10 9.930 -1.790 0.000 11 10.460 -1.530 0.000 12 10.830 -0.600 0.000 13 11.360 -0.250 0.000 14 11.860 -0.180 0.000 15 12.360 -0.060 0.000 16 12.860 -0.180 0.000 17 13.360 -0.170 0.000 18 13.860 -0.230 0.000 19 14.360 -0.290 0.000 20 14.860 -0.500 0.000 21 15.360 -0.500 0.000 22 15.860 -0.770 0.000 23 16.360 -1.020 0.000 24 16.860 -1.360 0.000 25 17.360 -1.410 0.000 26 17.860 -1.410 0.000 27 18.360 -1.460 0.000 28 18.860 -1.450 0.000 29 19.360 -1.490 0.000 30 19.860 -1.480 0.000 31 20.360 -1.510 0.000 32 20.860 -1.510 0.000 33 21.360 -1.610 0.000 34 21.860 -1.610 0.000 35 22.360 -1.610 0.000 36 22.860 -1.510 0.000 37 23.860 -1.460 0.000 38 24.360 -1.750 0.000 39 24.860 -1.640 0.000 40 25.970 -2.750 0.000 41 26.500 -3.280 0.000 42 42.660 -3.280 0.000 43 43.190 -2.750 0.000 44 43.860 -2.080 0.000 45 44.360 -2.160 0.000 46 44.860 -1.830 0.000 47 45.360 -1.760 0.000 48 45.860 -1.720 0.000 49 46.360 -1.680 0.000 50 46.860 -1.680 0.000 51 47.360 -1.650 0.000 52 47.860 -1.610 0.000 53 48.360 -1.610 0.000 54 48.860 -1.590 0.000 55 49.360 -1.540 0.000 56 49.860 -1.540 0.000 57 50.360 -1.550 0.000 58 50.860 -1.520 0.000 59 51.360 -1.540 0.000 60 51.860 -1.530 0.000 61 52.360 -1.530 0.000 62 52.860 -1.510 0.000 63 53.360 -1.510 0.000 64 53.860 -1.550 0.000 65 54.360 -1.530 0.000 66 54.860 -1.490 0.000 67 0.000 -30.596 0.000 68 54.860 -30.596 0.000 69 0.000 -30.000 0.000 70 11.360 -30.000 0.000 71 21.360 -30.000 0.000 72 31.360 -30.000 0.000 73 54.860 -30.000 0.000 74 21.360 -10.000 0.000 75 31.360 -10.000 0.000 76 54.860 -10.000 0.000 77 21.360 -8.200 0.000 78 31.360 -8.200 0.000 79 54.860 -8.200 0.000 80 21.360 -4.750 0.000 81 31.360 -4.750 0.000 82 54.860 -4.750 0.000 83 21.360 -3.850 0.000 84 31.360 -3.850 0.000 85 54.860 -3.850 0.000 86 21.360 -2.750 0.000 87 54.860 -2.750 0.000 88 54.860 -1.610 0.000 89 24.119 -1.610 0.000 90 0.000 -10.000 0.000 91 11.360 -10.000 0.000 92 0.000 -8.200 0.000 93 11.360 -8.200 0.000 94 0.000 -4.750 0.000 95 11.360 -4.750 0.000 96 0.000 -3.850 0.000 97 11.360 -3.850 0.000 98 0.000 -2.750 0.000 99 11.360 -2.750 0.000 100 13.443 -0.180 0.000 101 14.370 -0.790 0.000 102 14.860 -1.000 0.000 103 15.360 -1.000 0.000 104 15.860 -1.270 0.000 105 16.360 -1.520 0.000 106 16.860 -1.860 0.000 107 17.360 -1.910 0.000 108 17.860 -1.910 0.000 109 18.360 -1.960 0.000 110 18.860 -1.950 0.000 111 19.360 -1.990 0.000 112 19.860 -1.980 0.000 113 20.360 -2.010 0.000 114 20.860 -2.010 0.000 115 21.350 -2.110 0.000 [END OF POINTS] [CURVES] 120 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 74 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 77 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 80 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 83 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 86 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 40 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 87 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 88 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 33 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 89 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 38 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 89 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 74 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 77 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 80 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 83 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 3 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 99 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 86 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 16 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 100 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 18 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 101 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 33 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 100 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 [END OF CURVES] [BOUNDARIES] 22 - 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 6 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 10 11 4 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 12 13 14 5 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 12 15 16 17 6 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 12 15 18 19 20 21 22 23 7 - Boundary number 22 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 12 15 18 19 20 21 22 24 25 26 27 28 29 30 31 32 33 34 8 - Boundary number 34 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 12 15 18 19 20 21 22 24 25 26 27 28 29 30 31 32 33 35 36 37 38 39 40 41 42 43 44 45 46 47 9 - Boundary number 40 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 12 15 18 48 49 50 51 52 53 54 20 21 22 24 25 26 27 28 29 30 31 32 33 35 36 37 38 39 40 41 42 43 44 45 46 47 10 - Boundary number 42 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 12 15 18 48 49 50 55 56 57 52 53 54 20 21 22 24 25 26 27 28 29 30 31 32 33 35 36 37 38 39 40 41 42 43 44 45 46 47 11 - Boundary number 41 - number of curves on boundary, next line(s) are curvenumbers 58 59 9 12 15 18 48 49 50 55 56 57 52 53 54 20 21 22 24 25 26 27 28 29 30 31 32 33 35 36 37 38 39 40 41 42 43 44 45 46 47 12 - Boundary number 40 - number of curves on boundary, next line(s) are curvenumbers 60 61 12 15 18 48 49 50 55 56 57 52 53 54 20 21 22 24 25 26 27 28 29 30 31 32 33 35 36 37 38 39 40 41 42 43 44 45 46 47 13 - Boundary number 39 - number of curves on boundary, next line(s) are curvenumbers 62 63 15 18 48 49 50 55 56 57 52 53 54 20 21 22 24 25 26 27 28 29 30 31 32 33 35 36 37 38 39 40 41 42 43 44 45 46 47 14 - Boundary number 38 - number of curves on boundary, next line(s) are curvenumbers 64 65 18 48 49 50 55 56 57 52 53 54 20 21 22 24 25 26 27 28 29 30 31 32 33 35 36 37 38 39 40 41 42 43 44 45 46 47 15 - Boundary number 42 - number of curves on boundary, next line(s) are curvenumbers 66 67 68 69 70 71 72 48 49 50 55 56 57 52 53 54 20 21 22 24 25 26 27 28 29 30 31 32 33 35 36 37 38 39 40 41 42 43 44 45 46 47 16 - Boundary number 66 - number of curves on boundary, next line(s) are curvenumbers 66 67 68 69 70 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 49 50 55 56 57 52 53 54 20 21 22 24 25 26 27 28 29 30 31 32 33 35 36 37 38 39 40 41 42 43 44 45 46 47 17 - Boundary number 64 - number of curves on boundary, next line(s) are curvenumbers 66 67 68 69 70 73 74 75 76 77 78 79 80 81 82 83 107 108 109 110 111 112 113 114 115 116 117 118 119 120 49 50 55 56 57 52 53 54 20 21 22 24 25 26 27 28 29 30 31 32 33 35 36 37 38 39 40 41 42 43 44 45 46 47 18 - Boundary number 65 - number of curves on boundary, next line(s) are curvenumbers 66 67 68 69 70 73 74 75 76 77 78 79 80 100 101 82 83 107 108 109 110 111 112 113 114 115 116 117 118 119 120 49 50 55 56 57 52 53 54 20 21 22 24 25 26 27 28 29 30 31 32 33 35 36 37 38 39 40 41 42 43 44 45 46 47 19 - Boundary number 64 - number of curves on boundary, next line(s) are curvenumbers 66 67 68 69 70 73 74 75 76 77 78 79 80 100 106 83 107 108 109 110 111 112 113 114 115 116 117 118 119 120 49 50 55 56 57 52 53 54 20 21 22 24 25 26 27 28 29 30 31 32 33 35 36 37 38 39 40 41 42 43 44 45 46 47 20 - Boundary number 65 - number of curves on boundary, next line(s) are curvenumbers 66 67 68 69 70 73 74 75 76 77 78 79 102 103 100 106 83 107 108 109 110 111 112 113 114 115 116 117 118 119 120 49 50 55 56 57 52 53 54 20 21 22 24 25 26 27 28 29 30 31 32 33 35 36 37 38 39 40 41 42 43 44 45 46 47 21 - Boundary number 66 - number of curves on boundary, next line(s) are curvenumbers 104 105 67 68 69 70 73 74 75 76 77 78 79 102 103 100 106 83 107 108 109 110 111 112 113 114 115 116 117 118 119 120 49 50 55 56 57 52 53 54 20 21 22 24 25 26 27 28 29 30 31 32 33 35 36 37 38 39 40 41 42 43 44 45 46 47 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 22 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 22 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 22 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [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] 21 - 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 humeus <14 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 Veen > 300 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 5 - Boundarynumber at top of layer 4 - Boundarynumber at bottom of layer 6 - Layer number, next line is material of layer Veen < 300 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 6 - Boundarynumber at top of layer 5 - Boundarynumber at bottom of layer 7 - Layer number, next line is material of layer Klei siltig 14,5-16,5 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 Klei siltig 14,5-16,5 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 9 - Boundarynumber at top of layer 8 - Boundarynumber at bottom of layer 10 - Layer number, next line is material of layer ophoogmateriaal_klei 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 Pleistoceen zand 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 Basisveen 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 Klei humeus <14 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 Veen > 300 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 Veen < 300 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 15 - Boundarynumber at top of layer 14 - Boundarynumber at bottom of layer 16 - Layer number, next line is material of layer Klei siltig 14,5-16,5 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 16 - Boundarynumber at top of layer 15 - Boundarynumber at bottom of layer 17 - Layer number, next line is material of layer ophoogmateriaal_klei 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 17 - Boundarynumber at top of layer 16 - Boundarynumber at bottom of layer 18 - Layer number, next line is material of layer ophoogmateriaal_klei 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 18 - Boundarynumber at top of layer 17 - Boundarynumber at bottom of layer 19 - Layer number, next line is material of layer Klei siltig 14,5-16,5 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 19 - Boundarynumber at top of layer 18 - Boundarynumber at bottom of layer 20 - Layer number, next line is material of layer ophoogmateriaal_klei 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 20 - Boundarynumber at top of layer 19 - Boundarynumber at bottom of layer 21 - Layer number, next line is material of layer Klei siltig 14,5-16,5 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 21 - Boundarynumber at top of layer 20 - Boundarynumber at bottom of layer [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] 21 Number of layers 21 100 20 100 100 19 100 100 100 18 100 100 100 100 17 100 100 100 100 100 16 100 100 100 100 100 100 15 100 100 100 100 100 100 100 14 100 100 100 100 100 100 100 100 13 100 100 100 100 100 100 100 100 100 12 100 100 100 100 100 100 100 100 100 100 11 100 100 100 100 100 100 100 100 100 100 100 10 100 100 100 100 100 100 100 100 100 100 100 100 9 100 100 100 100 100 100 100 100 100 100 100 100 100 8 100 100 100 100 100 100 100 100 100 100 100 100 100 100 7 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [END OF DEGREE OF CONSOLIDATION] [DEGREE TEMPORARY LOADS] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [END OF DEGREE TEMPORARY LOADS] [DEGREE EARTH QUAKE] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [END OF DEGREE EARTH QUAKE] [CIRCLES] 12.860 37.860 26 X-direction 0.320 8.070 9 Y-direction -3.280 -6.380 7 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 21 - Number of layers 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom [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] 54.85 = Boundary of M.H.W influence at X [m] -0.07 = 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 0.01 = Left side minimum road [m] 0.01 = 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]