Input file for DGSMStabDam : Stability of earth slopes. ============================================================================== COMPANY : DATE : 6-5-2020 TIME : 16:10:33 FILENAME : D:\LayerOnSlopeTool\src\bin\Debug\TestFiles\OutputFilesMultiFiles\111-DIG-8986-07.3.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] 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] 108 - Number of geometry points - 1 -5.000 -2.105 0.000 2 -1.434 -2.129 0.000 3 -0.786 -1.423 0.000 4 0.000 -0.553 0.000 5 0.480 -0.564 0.000 6 1.000 -0.449 0.000 7 1.150 -0.415 0.000 8 1.860 -0.366 0.000 9 2.960 -0.342 0.000 10 3.050 -0.261 0.000 11 3.077 -0.244 0.000 12 3.420 0.033 0.000 13 3.501 0.094 0.000 14 3.600 0.169 0.000 15 4.160 0.156 0.000 16 4.900 0.149 0.000 17 5.000 0.146 0.000 18 5.100 0.144 0.000 19 6.000 -0.122 0.000 20 6.100 -0.155 0.000 21 7.500 -0.582 0.000 22 8.010 -0.734 0.000 23 10.100 -1.361 0.000 24 11.012 -1.606 0.000 25 11.430 -1.715 0.000 26 11.730 -1.729 0.000 27 13.330 -1.793 0.000 28 14.730 -1.892 0.000 29 16.350 -2.061 0.000 30 17.940 -2.241 0.000 31 19.780 -2.570 0.000 32 21.238 -2.969 0.000 33 21.800 -3.123 0.000 34 22.520 -3.320 0.000 35 25.000 -3.580 0.000 36 26.370 -3.640 0.000 37 27.000 -3.676 0.000 38 27.240 -3.690 0.000 39 27.484 -3.816 0.000 40 27.840 -4.000 0.000 41 28.300 -4.430 0.000 42 28.370 -4.490 0.000 43 28.740 -4.991 0.000 44 29.120 -4.490 0.000 45 29.330 -4.290 0.000 46 29.730 -3.940 0.000 47 30.020 -3.930 0.000 48 31.220 -4.020 0.000 49 40.130 -4.020 0.000 50 49.900 -4.070 0.000 51 50.000 -4.090 0.000 52 -5.000 -32.638 0.000 53 50.000 -32.638 0.000 54 -5.000 -31.900 0.000 55 20.000 -31.900 0.000 56 25.000 -31.900 0.000 57 30.000 -31.900 0.000 58 50.000 -31.900 0.000 59 25.000 -11.900 0.000 60 30.000 -11.900 0.000 61 50.000 -11.900 0.000 62 25.000 -11.400 0.000 63 25.000 -10.922 0.000 64 30.000 -10.922 0.000 65 50.000 -10.922 0.000 66 25.000 -10.501 0.000 67 25.000 -6.304 0.000 68 25.000 -5.804 0.000 69 25.000 -5.800 0.000 70 30.000 -5.800 0.000 71 50.000 -5.800 0.000 72 25.000 -5.200 0.000 73 30.000 -5.200 0.000 74 50.000 -5.200 0.000 75 25.000 -3.809 0.000 76 27.470 -3.809 0.000 77 -5.000 -11.400 0.000 78 20.000 -11.400 0.000 79 -5.000 -10.501 0.000 80 20.000 -10.501 0.000 81 -5.000 -6.304 0.000 82 20.000 -6.304 0.000 83 -5.000 -5.804 0.000 84 20.000 -5.804 0.000 85 -0.774 -1.410 0.000 86 8.597 -1.410 0.000 87 10.100 -1.861 0.000 88 11.012 -2.106 0.000 89 11.430 -2.215 0.000 90 11.730 -2.229 0.000 91 13.330 -2.293 0.000 92 14.730 -2.392 0.000 93 16.350 -2.561 0.000 94 17.940 -2.741 0.000 95 19.780 -3.070 0.000 96 21.238 -3.469 0.000 97 21.800 -3.623 0.000 98 22.520 -3.820 0.000 99 24.990 -4.080 0.000 100 3.216 -0.132 0.000 101 5.106 -0.132 0.000 102 5.110 -0.356 0.000 103 6.000 -0.622 0.000 104 6.100 -0.655 0.000 105 7.500 -1.082 0.000 106 8.010 -1.234 0.000 107 3.448 0.054 0.000 108 5.102 0.054 0.000 [END OF POINTS] [CURVES] 115 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 59 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 62 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 66 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 72 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 75 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 39 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 35 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 76 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 62 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 66 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 67 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 68 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 85 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 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 92 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 94 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 96 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 98 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 35 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 4 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 100 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 86 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 12 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 107 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 101 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 13 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 108 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 [END OF CURVES] [BOUNDARIES] 21 - 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 7 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 10 11 12 4 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 10 13 14 15 16 17 18 5 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 10 13 14 15 16 19 20 21 6 - Boundary number 25 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 10 13 14 15 16 19 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 7 - Boundary number 29 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 10 13 14 15 16 19 22 37 38 39 40 41 24 25 26 27 28 29 30 31 32 33 34 35 36 8 - Boundary number 28 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 10 13 14 15 16 19 22 37 38 39 40 115 25 26 27 28 29 30 31 32 33 34 35 36 9 - Boundary number 26 - number of curves on boundary, next line(s) are curvenumbers 42 43 10 13 14 15 16 19 22 37 38 39 40 115 25 26 27 28 29 30 31 32 33 34 35 36 10 - Boundary number 24 - number of curves on boundary, next line(s) are curvenumbers 44 45 14 15 16 19 22 37 38 39 40 115 25 26 27 28 29 30 31 32 33 34 35 36 11 - Boundary number 23 - number of curves on boundary, next line(s) are curvenumbers 46 47 15 16 19 22 37 38 39 40 115 25 26 27 28 29 30 31 32 33 34 35 36 12 - Boundary number 22 - number of curves on boundary, next line(s) are curvenumbers 48 49 16 19 22 37 38 39 40 115 25 26 27 28 29 30 31 32 33 34 35 36 13 - Boundary number 34 - number of curves on boundary, next line(s) are curvenumbers 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 38 39 40 115 25 26 27 28 29 30 31 32 33 34 35 36 14 - Boundary number 49 - number of curves on boundary, next line(s) are curvenumbers 50 51 52 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 54 55 56 57 58 59 60 61 62 63 64 65 66 67 38 39 40 115 25 26 27 28 29 30 31 32 33 34 35 36 15 - Boundary number 52 - number of curves on boundary, next line(s) are curvenumbers 50 51 52 68 69 70 71 72 73 74 75 76 84 85 86 87 78 79 80 81 82 83 54 55 56 57 58 59 60 61 62 63 64 65 66 67 38 39 40 115 25 26 27 28 29 30 31 32 33 34 35 36 16 - Boundary number 58 - number of curves on boundary, next line(s) are curvenumbers 50 51 52 68 69 70 71 72 73 74 75 76 84 85 88 89 90 91 92 93 94 87 78 79 80 81 82 83 54 55 56 57 58 59 60 61 62 63 64 65 66 67 38 39 40 115 25 26 27 28 29 30 31 32 33 34 35 36 17 - Boundary number 53 - number of curves on boundary, next line(s) are curvenumbers 50 51 52 68 69 70 71 72 73 74 75 76 84 85 88 89 90 91 92 93 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 38 39 40 115 25 26 27 28 29 30 31 32 33 34 35 36 18 - Boundary number 52 - number of curves on boundary, next line(s) are curvenumbers 50 51 52 68 69 70 71 72 73 74 75 76 84 97 89 90 91 92 93 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 38 39 40 115 25 26 27 28 29 30 31 32 33 34 35 36 19 - Boundary number 51 - number of curves on boundary, next line(s) are curvenumbers 50 51 52 68 69 70 71 72 73 74 75 96 97 89 90 91 92 93 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 38 39 40 115 25 26 27 28 29 30 31 32 33 34 35 36 20 - Boundary number 50 - number of curves on boundary, next line(s) are curvenumbers 50 51 95 69 70 71 72 73 74 75 96 97 89 90 91 92 93 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 38 39 40 115 25 26 27 28 29 30 31 32 33 34 35 36 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 21 - Number of boundaries - 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] 21 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 21 - Number of boundaries - 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] 20 - 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 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 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 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 ophoogmateriaal_klei 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 [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] 20 Number of layers 20 100 19 100 100 18 100 100 100 17 100 100 100 100 16 100 100 100 100 100 15 100 100 100 100 100 100 14 100 100 100 100 100 100 100 13 100 100 100 100 100 100 100 100 12 100 100 100 100 100 100 100 100 100 11 100 100 100 100 100 100 100 100 100 100 10 100 100 100 100 100 100 100 100 100 100 100 9 100 100 100 100 100 100 100 100 100 100 100 100 8 100 100 100 100 100 100 100 100 100 100 100 100 100 7 100 100 100 100 100 100 100 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 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 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 [END OF DEGREE EARTH QUAKE] [CIRCLES] 4.350 29.350 26 X-direction 0.654 13.517 14 Y-direction -4.991 -10.136 11 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 20 - 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 [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] 0.16 = 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]