Input file for MStab : Stability of earth slopes. ============================================================================== COMPANY : Grontmij LICENSE : Unknown DATE : 19-3-2009 TIME : 8:19:57 FILENAME : P:\230277\03-Projecten\006 - ww25 - Polder de Noordplas (Jeroen)\Deel 1\ww25 - 00 - Algemeen\03 - Werkmap\06 Eenvoudige toets\MSTAB\STBI\25-32-36a\25-32-36A hoogwater met verkeer lab.sti CREATED BY : MStab version 9.10.7.1 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1000 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 MStab=1002 [END OF VERSION] [SOIL COLLECTION] 6 = number of items [SOIL] Veen SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.00 SoilGamWet=10.00 SoilRestSlope=0 SoilCohesion=1.00 SoilPhi=10.60 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klei siltig SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.68 SoilGamWet=14.68 SoilRestSlope=0 SoilCohesion=3.80 SoilPhi=14.10 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klei zand SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.26 SoilGamWet=17.26 SoilRestSlope=0 SoilCohesion=3.80 SoilPhi=19.10 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Zand SoilColor=16575398 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=23.10 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Basisveen SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.00 SoilGamWet=12.00 SoilRestSlope=0 SoilCohesion=1.90 SoilPhi=12.10 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Pleistoceen SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=25.70 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [POINTS] 125 - Number of geometry points - 1 -8.000 -3.446 0.000 2 -4.228 -3.446 0.000 3 -8.000 -5.900 0.000 4 1.719 -5.900 0.000 5 -1.430 -2.536 0.000 6 2.464 -2.973 0.000 7 6.357 -3.848 0.000 8 8.264 -4.364 0.000 9 10.688 -4.920 0.000 10 13.144 -5.882 0.000 11 14.423 -6.629 0.000 12 17.045 -6.827 0.000 13 22.051 -6.033 0.000 14 25.945 -6.192 0.000 15 28.567 -6.152 0.000 16 32.421 -6.192 0.000 17 39.215 -6.231 0.000 18 40.000 -6.152 0.000 19 -2.851 -2.528 0.000 20 13.143 -5.882 0.000 21 -2.428 -2.246 0.000 22 -1.835 -1.938 0.000 23 -1.242 -1.829 0.000 24 -0.648 -1.789 0.000 25 -0.055 -1.823 0.000 26 0.539 -1.923 0.000 27 1.132 -1.967 0.000 28 1.725 -2.061 0.000 29 2.319 -2.214 0.000 30 2.912 -2.364 0.000 31 3.505 -2.478 0.000 32 4.099 -2.601 0.000 33 4.692 -2.744 0.000 34 5.285 -2.878 0.000 35 5.879 -3.068 0.000 36 6.472 -3.191 0.000 37 7.065 -3.272 0.000 38 7.659 -3.413 0.000 39 8.252 -3.531 0.000 40 8.846 -3.659 0.000 41 9.439 -3.805 0.000 42 9.952 -3.992 0.000 43 10.626 -4.111 0.000 44 11.219 -4.315 0.000 45 11.812 -4.496 0.000 46 12.406 -4.680 0.000 47 12.999 -4.903 0.000 48 13.592 -5.107 0.000 49 14.186 -5.240 0.000 50 14.779 -5.879 0.000 51 15.372 -5.969 0.000 52 15.966 -6.030 0.000 53 16.559 -6.004 0.000 54 17.541 -5.835 0.000 55 18.134 -5.956 0.000 56 18.727 -5.892 0.000 57 19.321 -5.769 0.000 58 19.914 -5.532 0.000 59 20.507 -5.291 0.000 60 21.101 -5.151 0.000 61 21.694 -5.132 0.000 62 22.287 -5.091 0.000 63 22.881 -5.094 0.000 64 23.474 -5.101 0.000 65 24.068 -5.141 0.000 66 24.661 -5.162 0.000 67 25.254 -5.177 0.000 68 25.848 -5.183 0.000 69 26.441 -5.185 0.000 70 27.034 -5.179 0.000 71 27.628 -5.156 0.000 72 28.221 -5.156 0.000 73 28.814 -5.186 0.000 74 29.408 -5.210 0.000 75 30.001 -5.211 0.000 76 30.594 -5.199 0.000 77 31.188 -5.208 0.000 78 31.781 -5.215 0.000 79 32.374 -5.222 0.000 80 32.968 -5.255 0.000 81 33.561 -5.268 0.000 82 34.155 -5.277 0.000 83 34.748 -5.297 0.000 84 35.341 -5.302 0.000 85 35.935 -5.300 0.000 86 36.528 -5.313 0.000 87 37.121 -5.324 0.000 88 37.715 -5.352 0.000 89 38.308 -5.357 0.000 90 38.901 -5.348 0.000 91 39.495 -5.348 0.000 92 40.000 -5.358 0.000 93 -8.000 -7.580 0.000 94 0.288 -7.580 0.000 95 17.293 -8.000 0.000 96 40.000 -8.000 0.000 97 -8.000 -7.900 0.000 98 -0.268 -7.900 0.000 99 16.976 -8.200 0.000 100 40.000 -8.200 0.000 101 -8.000 -8.500 0.000 102 -0.268 -8.500 0.000 103 17.055 -8.400 0.000 104 40.000 -8.400 0.000 105 -8.000 -9.000 0.000 106 40.000 -9.000 0.000 107 -8.000 -11.000 0.000 108 40.000 -11.000 0.000 109 -8.000 -11.500 0.000 110 40.000 -11.500 0.000 111 -8.000 -13.443 0.000 112 40.000 -13.443 0.000 113 -8.000 -1.900 0.000 114 40.000 -5.694 0.000 115 -8.000 -4.200 0.000 116 40.000 -4.200 0.000 117 -0.695 -1.900 0.000 118 2.464 -2.576 0.000 119 7.867 -3.807 0.000 120 13.847 -5.763 0.000 121 15.258 -6.384 0.000 122 17.642 -6.336 0.000 123 21.177 -5.619 0.000 124 29.620 -5.677 0.000 125 36.429 -5.702 0.000 [CURVES] 115 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 19 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 20 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 5 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 20 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 10 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 21 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 117 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 118 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 119 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 120 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 122 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 123 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 124 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 114 [BOUNDARIES] 10 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 104 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 103 2 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 102 3 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 101 4 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 98 99 100 5 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 95 96 97 6 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 92 93 94 7 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 3 4 11 12 13 14 15 16 17 18 19 8 - Boundary number 17 - number of curves on boundary, next line(s) are curvenumbers 1 2 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 9 - Boundary number 74 - number of curves on boundary, next line(s) are curvenumbers 1 2 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 [USE PROBABILISTIC DEFAULTS BOUNDARIES] 10 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 [STDV BOUNDARIES] 10 - 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 [DISTRIBUTION BOUNDARIES] 10 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 10 - number of curves on PlLine, next line(s) are curvenumbers 106 107 108 109 110 111 112 113 114 115 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 105 [PHREATIC LINE] 1 - Number of the piezometric level line acting as phreatic line - [WORLD CO-ORDINATES] 0.000 - X world 1 - 0.000 - Y world 1 - 0.000 - X world 2 - 0.000 - Y world 2 - [LAYERS] 9 - Number of layers - 1 - Layer number, next line is material of layer Pleistoceen 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 1 - Boundarynumber at top of layer 0 - Boundarynumber at bottom of layer 2 - Layer number, next line is material of layer Basisveen 1 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 2 - Boundarynumber at top of layer 1 - Boundarynumber at bottom of layer 3 - Layer number, next line is material of layer Klei siltig 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer Veen 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 4 - Boundarynumber at top of layer 3 - Boundarynumber at bottom of layer 5 - Layer number, next line is material of layer Klei zand 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 5 - Boundarynumber at top of layer 4 - Boundarynumber at bottom of layer 6 - Layer number, next line is material of layer Veen 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 6 - Boundarynumber at top of layer 5 - Boundarynumber at bottom of layer 7 - Layer number, next line is material of layer Klei siltig 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 7 - Boundarynumber at top of layer 6 - Boundarynumber at bottom of layer 8 - Layer number, next line is material of layer Veen 1 - Piezometric level line at top of layer 1 - 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 Zand 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 9 - Boundarynumber at top of layer 8 - Boundarynumber at bottom of layer [LAYERLOADS] - Layers which are loads - [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] STBI hoogwater met verkeersbelasting Labwaarden WW-25-32-36A Bo B7,6 DKM PN 6.7 STBI WW 25 Polder de Noordplas [MODEL] 1 : Bishop 1 : C phi 0 : Probabilistic off 1 : Mean 1 : Geotextiles on 0 : Nails off 0 : Zone plot off 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 9 Number of layers 9 20 8 20 100 7 20 100 100 6 20 100 100 100 5 20 100 100 100 100 4 20 100 100 100 100 100 3 20 100 100 100 100 100 100 2 20 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 20 20 20 20 20 20 20 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 [CIRCLES] 0.601 10.601 15 X-direction 2.520 8.520 15 Y-direction -2.000 -6.000 15 Tangent lines 0.000 0.000 0 no fixed point used [SPENCER SLIP DATA] 0 Number of points [SPENCER SLIP DATA 2] 0 Number of points [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [LINE LOADS] 0 = number of items [UNIFORM LOADS ] 1 = number of items Calamiteitenbelasting 5.00 = magnitude -1.34 1.16 = xstart and xend 45.00 = distribution angle 2 = temporary load [TREE ON SLOPE] 0.00 = WindForce -22.18 = XCoordinate 0.75 = YCoordinate 20.00 = width of root zone 45.0 = AngleOfDistribution [END OF TREE ON SLOPE] [EARTH QUAKE] 0.000 = horizontal acceleration 0.000 = vertical acceleration 0.000 = free water moment factor [SIGMA-TAU CURVES] 0 = number of items [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MINIMAL REQUIRED CIRCLE DEPTH] 1.00 [m] [START VALUE SAFETY FACTOR] 1.000 [-] [REFERENCE LEVEL CU] 8 [LIFT SLIP DATA] 0.000 0.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 0.000 0.000 1 X-direction Right 0.000 0.000 1 Y-direction Right 0.000 0.000 1 Y-direction tangent lines 0 Automatic grid calculation (1) [EXTERNAL WATER LEVELS] 0 = No water data used 0.00 = Design level 0.30 = Decimate height 1 norm = 1/10000 1 = number of items Water data (1) 1 = Phreatic line 0.00 = Level Piezo lines 9 - Number of layers 2 2 = Pl-top and pl-bottom 1 2 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom [MODEL FACTOR] 1.00 = Limit value stability factor 0.08 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 100.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [CALCULATION OPTIONS] MoveCalculationGrid=1 ProbCalculationType=2 [END OF CALCULATION OPTIONS] [PROBABILISTIC DEFAULTS] CohesionVariationTotal=0.25 CohesionDesignPartial=1.25 CohesionDesignStdDev=-1.65 CohesionDistribution=3 PhiVariationTotal=0.15 PhiDesignPartial=1.10 PhiDesignStdDev=-1.65 PhiDistribution=3 StressTableVariationTotal=0.20 StressTableDesignPartial=1.15 StressTableDesignStdDev=-1.65 StressTableDistribution=3 RatioCuPcVariationTotal=0.25 RatioCuPcDesignPartial=1.15 RatioCuPcDesignStdDev=-1.65 RatioCuPcDistribution=3 CuVariationTotal=0.25 CuDesignPartial=1.15 CuDesignStdDev=-1.65 CuDistribution=3 POPVariationTotal=0.10 POPDesignPartial=1.10 POPDesignStdDev=-1.65 POPDistribution=3 CompressionRatioVariationTotal=0.25 CompressionRatioDesignPartial=1.00 CompressionRatioDesignStdDev=0.00 CompressionRatioDistribution=3 ConsolidationCoefTotalStdDev=20.00 ConsolidationCoefDesignPartial=1.00 ConsolidationCoefDesignStdDev=1.65 ConsolidationCoefDistribution=2 HydraulicPressureTotalStdDev=0.50 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=1.00 LimitValueBishopStdDev=0.08 LimitValueBishopDistribution=3 LimitValueVanMean=0.95 LimitValueVanStdDev=0.08 LimitValueVanDistribution=3 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] 0.00 = Diketable Height [m] 0.00 = X co-ordinate indicating start of zone [m] 0.00 = Boundary of M.H.W influence at X [m] 0.00 = Boundary of M.H.W influence at Y [m] 1.19 = Required safety in zone 1a 1.11 = Required safety in zone 1b 1.00 = Required safety in zone 2a 1.00 = Required safety in zone 2b 0.00 = Left side minimum road [m] 0.00 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 1 Stability calculation at right side 0.50 = Remolding reduction factor 0.80 = Schematization reduction factor 1 Overtopping condition less or equal 0.1 l/m/s [HORIZONTAL BALANCE] HorizontalBalanceXLeft=0.000 HorizontalBalanceXRight=0.000 HorizontalBalanceYTop=0.00 HorizontalBalanceYBottom=0.00 HorizontalBalanceNYInterval=1 [END OF HORIZONTAL BALANCE] [REQUESTED CIRCLE SLICES] 30 = number of slices [REQUESTED LIFT SLICES] 50 = number of slices [REQUESTED SPENCER SLICES] 50 = number of slices [SOIL RESISTANCE] SoilResistanceDowelAction=1 SoilResistancePullOut=1 [END OF SOIL RESISTANCE] [END OF INPUT FILE]