Input file for DGSMStabDam : Stability of earth slopes. ============================================================================== COMPANY : DATE : 6-5-2020 TIME : 16:10:30 FILENAME : D:\LayerOnSlopeTool\src\bin\Debug\TestFiles\OutputFilesMultiFiles\111-DIG-8986-01.2.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] Klei siltig 14,5-16,5 SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPOPTop=0.00 SoilPOPBottom=0.00 SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Veen > 300 SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPOPTop=0.00 SoilPOPBottom=0.00 SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] ophoogmateriaal_klei 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] 118 - Number of geometry points - 1 -5.000 -2.100 0.000 2 -1.500 -2.100 0.000 3 0.000 -0.650 0.000 4 0.370 -0.490 0.000 5 1.130 -0.450 0.000 6 2.510 -0.390 0.000 7 3.000 -0.371 0.000 8 3.830 -0.340 0.000 9 4.458 -0.050 0.000 10 5.000 0.200 0.000 11 5.790 0.200 0.000 12 5.971 0.200 0.000 13 6.500 0.199 0.000 14 6.690 0.150 0.000 15 7.547 -0.069 0.000 16 7.770 -0.071 0.000 17 7.810 -0.071 0.000 18 8.000 -0.070 0.000 19 8.471 -0.067 0.000 20 9.580 -0.061 0.000 21 10.270 -0.201 0.000 22 11.209 -0.407 0.000 23 11.460 -0.462 0.000 24 12.790 -0.841 0.000 25 13.205 -0.950 0.000 26 13.530 -1.030 0.000 27 15.116 -1.331 0.000 28 15.140 -1.335 0.000 29 15.400 -1.382 0.000 30 16.610 -1.592 0.000 31 19.610 -2.121 0.000 32 23.290 -2.782 0.000 33 26.992 -3.432 0.000 34 27.100 -3.452 0.000 35 27.400 -3.505 0.000 36 29.000 -3.788 0.000 37 30.745 -4.193 0.000 38 30.790 -4.199 0.000 39 30.830 -4.203 0.000 40 32.170 -4.524 0.000 41 33.090 -4.606 0.000 42 34.000 -4.746 0.000 43 34.690 -4.853 0.000 44 35.990 -5.143 0.000 45 36.250 -5.212 0.000 46 36.617 -5.824 0.000 47 37.029 -5.824 0.000 48 37.410 -5.212 0.000 49 37.660 -5.131 0.000 50 38.660 -4.821 0.000 51 39.900 -4.590 0.000 52 41.910 -4.470 0.000 53 48.000 -4.410 0.000 54 50.000 -4.520 0.000 55 -5.000 -32.434 0.000 56 50.000 -32.434 0.000 57 -5.000 -31.700 0.000 58 27.170 -31.700 0.000 59 32.170 -31.700 0.000 60 37.170 -31.700 0.000 61 50.000 -31.700 0.000 62 32.170 -11.700 0.000 63 32.170 -10.600 0.000 64 37.170 -10.600 0.000 65 50.000 -10.600 0.000 66 32.170 -10.500 0.000 67 32.170 -10.106 0.000 68 37.170 -10.106 0.000 69 50.000 -10.106 0.000 70 32.170 -9.404 0.000 71 37.170 -9.404 0.000 72 50.000 -9.404 0.000 73 32.170 -8.601 0.000 74 32.170 -5.601 0.000 75 32.170 -5.215 0.000 76 36.252 -5.215 0.000 77 37.408 -5.215 0.000 78 50.000 -5.215 0.000 79 -5.000 -11.700 0.000 80 27.170 -11.700 0.000 81 -5.000 -10.500 0.000 82 27.170 -10.500 0.000 83 -5.000 -8.601 0.000 84 27.170 -8.601 0.000 85 -5.000 -5.601 0.000 86 27.170 -5.601 0.000 87 -0.173 -0.817 0.000 88 10.799 -0.817 0.000 89 11.209 -0.907 0.000 90 11.460 -0.962 0.000 91 12.790 -1.341 0.000 92 13.205 -1.450 0.000 93 13.530 -1.530 0.000 94 15.116 -1.831 0.000 95 15.140 -1.835 0.000 96 15.400 -1.882 0.000 97 16.610 -2.092 0.000 98 19.610 -2.621 0.000 99 23.290 -3.282 0.000 100 26.992 -3.932 0.000 101 27.100 -3.952 0.000 102 27.400 -4.005 0.000 103 29.000 -4.288 0.000 104 30.745 -4.693 0.000 105 30.790 -4.699 0.000 106 30.830 -4.703 0.000 107 32.160 -5.024 0.000 108 4.189 -0.174 0.000 109 6.507 -0.174 0.000 110 6.510 -0.301 0.000 111 6.690 -0.350 0.000 112 7.547 -0.569 0.000 113 7.770 -0.571 0.000 114 7.810 -0.571 0.000 115 8.000 -0.570 0.000 116 8.471 -0.567 0.000 117 9.580 -0.561 0.000 118 10.270 -0.701 0.000 [END OF POINTS] [CURVES] 120 - 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 64 65 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 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 70 73 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 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 46 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 77 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 48 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 40 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 76 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 62 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 66 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 73 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 74 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 87 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 40 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 3 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 108 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 118 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 88 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 9 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 109 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 [END OF CURVES] [BOUNDARIES] 16 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 1 1 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 2 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 7 8 9 3 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 7 10 11 12 13 4 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 7 10 11 14 15 16 5 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 7 10 11 14 17 18 19 20 21 22 23 24 6 - Boundary number 21 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 7 10 11 14 17 18 19 20 21 22 23 25 26 27 28 29 30 31 7 - Boundary number 27 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 7 10 11 14 17 18 19 32 33 34 35 36 37 38 21 22 23 25 26 27 28 29 30 31 8 - Boundary number 26 - number of curves on boundary, next line(s) are curvenumbers 39 40 7 10 11 14 17 18 19 32 33 34 35 36 37 38 21 22 23 25 26 27 28 29 30 31 9 - Boundary number 24 - number of curves on boundary, next line(s) are curvenumbers 41 42 11 14 17 18 19 32 33 34 35 36 37 38 21 22 23 25 26 27 28 29 30 31 10 - Boundary number 21 - number of curves on boundary, next line(s) are curvenumbers 43 44 18 19 32 33 34 35 36 37 38 21 22 23 25 26 27 28 29 30 31 11 - Boundary number 20 - number of curves on boundary, next line(s) are curvenumbers 45 46 19 32 33 34 35 36 37 38 21 22 23 25 26 27 28 29 30 31 12 - Boundary number 39 - number of curves on boundary, next line(s) are curvenumbers 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 33 34 35 36 37 38 21 22 23 25 26 27 28 29 30 31 13 - Boundary number 56 - number of curves on boundary, next line(s) are curvenumbers 47 48 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 33 34 35 36 37 38 21 22 23 25 26 27 28 29 30 31 14 - Boundary number 61 - number of curves on boundary, next line(s) are curvenumbers 47 48 70 71 72 73 74 75 76 88 89 90 91 92 93 78 79 80 81 82 83 84 85 86 87 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 33 34 35 36 37 38 21 22 23 25 26 27 28 29 30 31 15 - Boundary number 57 - number of curves on boundary, next line(s) are curvenumbers 47 48 70 71 72 73 74 75 76 88 89 90 91 92 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 33 34 35 36 37 38 21 22 23 25 26 27 28 29 30 31 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 16 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 16 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 16 - Number of boundaries - 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] 15 - 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 Klei siltig 14,5-16,5 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 5 - Boundarynumber at top of layer 4 - Boundarynumber at bottom of layer 6 - Layer number, next line is material of layer ophoogmateriaal_klei 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 Pleistoceen zand 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 Basisveen 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 Klei humeus <14 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 Veen > 300 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 ophoogmateriaal_klei 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 [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] 15 Number of layers 15 100 14 100 100 13 100 100 100 12 100 100 100 100 11 100 100 100 100 100 10 100 100 100 100 100 100 9 100 100 100 100 100 100 100 8 100 100 100 100 100 100 100 100 7 100 100 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 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 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 [END OF DEGREE EARTH QUAKE] [CIRCLES] 5.750 30.750 26 X-direction 0.700 15.760 16 Y-direction -5.824 -11.848 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 15 - 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 [END OF EXTERNAL WATER LEVELS] [MODEL FACTOR] 1.00 = Limit value stability factor 0.08 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 100.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [END OF MODEL FACTOR] [CALCULATION OPTIONS] MoveCalculationGrid=1 ProbCalculationType=2 SearchMethod=0 [END OF CALCULATION OPTIONS] [PROBABILISTIC DEFAULTS] CohesionVariationTotal=0.25 CohesionDesignPartial=1.25 CohesionDesignStdDev=-1.65 CohesionDistribution=3 PhiVariationTotal=0.15 PhiDesignPartial=1.10 PhiDesignStdDev=-1.65 PhiDistribution=3 StressTableVariationTotal=0.20 StressTableDesignPartial=1.15 StressTableDesignStdDev=-1.65 StressTableDistribution=3 RatioCuPcVariationTotal=0.25 RatioCuPcDesignPartial=1.15 RatioCuPcDesignStdDev=-1.65 RatioCuPcDistribution=3 CuVariationTotal=0.25 CuDesignPartial=1.15 CuDesignStdDev=-1.65 CuDistribution=3 POPVariationTotal=0.10 POPDesignPartial=1.10 POPDesignStdDev=-1.65 POPDistribution=3 CompressionRatioVariationTotal=0.25 CompressionRatioDesignPartial=1.00 CompressionRatioDesignStdDev=0.00 CompressionRatioDistribution=3 ConsolidationCoefTotalStdDev=20.00 ConsolidationCoefDesignPartial=1.00 ConsolidationCoefDesignStdDev=1.65 ConsolidationCoefDistribution=2 HydraulicPressureTotalStdDev=0.50 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=1.00 LimitValueBishopStdDev=0.08 LimitValueBishopDistribution=3 LimitValueVanMean=0.95 LimitValueVanStdDev=0.08 LimitValueVanDistribution=3 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] 0.00 = Diketable Height [m] 0.00 = Width top rest profile [m] 0.00 = X co-ordinate indicating start of zone [m] 49.99 = Boundary of M.H.W influence at X [m] 0.19 = 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]