Index: DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-05.1.sti =================================================================== diff -u --- DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-05.1.sti (revision 0) +++ DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-05.1.sti (revision 3203) @@ -0,0 +1,1042 @@ +Input file for Dam Soil Profile Tool : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 4-5-2020 +TIME : 06:08:53 +FILENAME : E:\jeremy\2020-05_DAM sprint\STI_10m\input\sti\111-DIG-8986-05.1.sti +CREATED BY : Dam Soil Profile Tool version 19.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 5 = 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 (14,5-16,4) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamWet=0.01 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen>300 +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamWet=0.01 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei humeus <14 +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] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 22 - Number of geometry points - + 1 -5.000 -32.300 0.000 + 2 0.000 -32.300 0.000 + 3 -5.000 5.000 0.000 + 4 0.000 5.000 0.000 + 5 -5.000 -1.000 0.000 + 6 0.000 -1.000 0.000 + 7 -5.000 -4.300 0.000 + 8 0.000 -4.300 0.000 + 9 -5.000 -11.000 0.000 + 10 0.000 -11.000 0.000 + 11 -5.000 -12.300 0.000 + 12 0.000 -12.300 0.000 + 13 5.000 -32.300 0.000 + 14 5.000 5.000 0.000 + 15 0.000 -3.612 0.000 + 16 5.000 -3.612 0.000 + 17 0.000 -4.100 0.000 + 18 5.000 -4.100 0.000 + 19 5.000 -11.000 0.000 + 20 5.000 -12.300 0.000 + 21 -5.000 -33.046 0.000 + 22 5.000 -33.046 0.000 +[END OF POINTS] + +[CURVES] + 20 - 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 + 3 4 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 12 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 10 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 8 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 17 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 15 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 6 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 4 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 13 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 14 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 +[END OF CURVES] + +[BOUNDARIES] + 12 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 20 + 1 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 1 14 + 2 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 1 7 19 + 3 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 1 7 8 18 + 4 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 1 7 8 9 10 17 + 5 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 1 7 8 9 10 11 16 + 6 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 1 7 8 9 10 11 12 13 15 + 7 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 6 8 9 10 11 12 13 15 + 8 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 5 9 10 11 12 13 15 + 9 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 4 10 11 12 13 15 + 10 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 3 13 15 + 11 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 2 15 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 12 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 12 - 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 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 12 - Number of boundaries - + 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] + 11 - 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 (14,5-16,4) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + veen>300 + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Klei humeus <14 + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Pleistoceen zand + 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 + Basisveen + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Klei, siltig (14,5-16,4) + 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 + veen>300 + 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 humeus <14 + 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 +[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 + 1 : Geotextiles on + 1 : Nails on + 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] + 11 Number of layers + 11 100 + 10 100 100 + 9 100 100 100 + 8 100 100 100 100 + 7 100 100 100 100 100 + 6 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 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 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 100 100 100 100 100 + 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 0.000 0.000 1 X-direction + 0.000 0.000 1 Y-direction + 0.000 0.000 0 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 + 11 - 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 +[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] + 3.00 = Width top rest profile [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 +[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=30 +GenerationCount=30 +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=40 +GenerationCount=40 +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] Index: DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-07.2.sti =================================================================== diff -u --- DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-07.2.sti (revision 0) +++ DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-07.2.sti (revision 3203) @@ -0,0 +1,1208 @@ +Input file for Dam Soil Profile Tool : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 4-5-2020 +TIME : 06:08:54 +FILENAME : E:\jeremy\2020-05_DAM sprint\STI_10m\input\sti\111-DIG-8986-07.2.sti +CREATED BY : Dam Soil Profile Tool version 19.1.1 +========================== 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] + 29 - Number of geometry points - + 1 -5.000 -34.260 0.000 + 2 0.000 -34.260 0.000 + 3 -5.000 5.000 0.000 + 4 0.000 5.000 0.000 + 5 -5.000 -0.467 0.000 + 6 0.000 -0.467 0.000 + 7 -5.000 -1.414 0.000 + 8 0.000 -1.414 0.000 + 9 -5.000 -6.203 0.000 + 10 0.000 -6.203 0.000 + 11 -5.000 -8.502 0.000 + 12 0.000 -8.502 0.000 + 13 -5.000 -10.511 0.000 + 14 0.000 -10.511 0.000 + 15 -5.000 -11.400 0.000 + 16 0.000 -11.400 0.000 + 17 5.000 -34.260 0.000 + 18 5.000 5.000 0.000 + 19 0.000 -4.122 0.000 + 20 5.000 -4.122 0.000 + 21 0.000 -5.503 0.000 + 22 5.000 -5.503 0.000 + 23 5.000 -8.503 0.000 + 24 0.000 -14.200 0.000 + 25 5.000 -14.200 0.000 + 26 0.000 -14.260 0.000 + 27 5.000 -14.260 0.000 + 28 -5.000 -35.045 0.000 + 29 5.000 -35.045 0.000 +[END OF POINTS] + +[CURVES] + 27 - 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 + 3 4 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 26 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 24 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 16 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 14 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 12 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 10 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 21 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 19 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 8 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 6 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 4 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 17 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 18 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 23 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 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 + 28 29 +[END OF CURVES] + +[BOUNDARIES] + 15 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 27 + 1 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 1 20 + 2 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 1 9 26 + 3 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 25 + 4 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 13 24 + 5 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 13 14 15 23 + 6 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 13 14 15 16 22 + 7 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 13 14 15 16 17 + 18 19 21 + 8 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 8 12 13 14 15 16 17 18 19 21 + 9 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 7 13 14 15 16 17 18 19 21 + 10 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 6 14 15 16 17 18 19 21 + 11 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 5 15 16 17 18 19 21 + 12 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 4 18 19 21 + 13 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 3 19 21 + 14 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 2 21 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 15 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 15 - 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 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 15 - Number of boundaries - + 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] + 14 - 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 + 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 siltig 14,5-16,5 + 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 humeus <14 + 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 +[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 + 1 : Geotextiles on + 1 : Nails on + 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] + 14 Number of layers + 14 100 + 13 100 100 + 12 100 100 100 + 11 100 100 100 100 + 10 100 100 100 100 100 + 9 100 100 100 100 100 100 + 8 100 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 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 + 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 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 0.000 0.000 1 X-direction + 0.000 0.000 1 Y-direction + 0.000 0.000 0 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 + 14 - 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 +[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] + 3.00 = Width top rest profile [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 +[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=30 +GenerationCount=30 +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=40 +GenerationCount=40 +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] Index: DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-01.2.sti =================================================================== diff -u --- DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-01.2.sti (revision 0) +++ DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-01.2.sti (revision 3203) @@ -0,0 +1,1190 @@ +Input file for Dam Soil Profile Tool : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 4-5-2020 +TIME : 06:08:53 +FILENAME : E:\jeremy\2020-05_DAM sprint\STI_10m\input\sti\111-DIG-8986-01.2.sti +CREATED BY : Dam Soil Profile Tool version 19.1.1 +========================== 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] + 28 - Number of geometry points - + 1 -5.000 -31.700 0.000 + 2 0.000 -31.700 0.000 + 3 -5.000 5.000 0.000 + 4 0.000 5.000 0.000 + 5 -5.000 -0.174 0.000 + 6 0.000 -0.174 0.000 + 7 -5.000 -0.817 0.000 + 8 0.000 -0.817 0.000 + 9 -5.000 -5.601 0.000 + 10 0.000 -5.601 0.000 + 11 -5.000 -8.601 0.000 + 12 0.000 -8.601 0.000 + 13 -5.000 -10.500 0.000 + 14 0.000 -10.500 0.000 + 15 -5.000 -11.700 0.000 + 16 0.000 -11.700 0.000 + 17 5.000 -31.700 0.000 + 18 5.000 5.000 0.000 + 19 0.000 -5.215 0.000 + 20 5.000 -5.215 0.000 + 21 0.000 -9.404 0.000 + 22 5.000 -9.404 0.000 + 23 0.000 -10.106 0.000 + 24 5.000 -10.106 0.000 + 25 0.000 -10.600 0.000 + 26 5.000 -10.600 0.000 + 27 -5.000 -32.434 0.000 + 28 5.000 -32.434 0.000 +[END OF POINTS] + +[CURVES] + 26 - 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 + 3 4 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 16 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 25 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 14 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 23 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 21 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 12 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 10 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 19 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 8 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 6 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 4 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 17 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 18 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 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 + 27 28 +[END OF CURVES] + +[BOUNDARIES] + 14 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 26 + 1 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 1 20 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 25 + 3 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 24 + 4 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 13 23 + 5 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 13 14 15 16 22 + 6 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 13 14 15 16 17 + 18 19 21 + 7 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 8 10 11 12 13 14 15 16 17 18 + 19 21 + 8 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 7 12 13 14 15 16 17 18 19 21 + 9 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 6 15 16 17 18 19 21 + 10 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 5 16 17 18 19 21 + 11 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 4 18 19 21 + 12 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 3 19 21 + 13 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 2 21 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 14 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 14 - 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 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 14 - Number of boundaries - + 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] + 13 - 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 + Klei humeus <14 + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Pleistoceen zand + 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 + Basisveen + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Klei humeus <14 + 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 siltig 14,5-16,5 + 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 + Veen > 300 + 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 + ophoogmateriaal_klei + 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 +[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 + 1 : Geotextiles on + 1 : Nails on + 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] + 13 Number of layers + 13 100 + 12 100 100 + 11 100 100 100 + 10 100 100 100 100 + 9 100 100 100 100 100 + 8 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 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 + 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 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 0.000 0.000 1 X-direction + 0.000 0.000 1 Y-direction + 0.000 0.000 0 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 + 13 - 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 +[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] + 3.00 = Width top rest profile [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 +[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=30 +GenerationCount=30 +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=40 +GenerationCount=40 +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] Index: DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/characteristicpoints.csv =================================================================== diff -u --- DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/characteristicpoints.csv (revision 0) +++ DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/characteristicpoints.csv (revision 3203) @@ -0,0 +1,10 @@ +LOCATIONID;X_Maaiveld buitenwaarts;Y_Maaiveld buitenwaarts;Z_Maaiveld buitenwaarts;X_Teen geul;Y_Teen geul;Z_Teen geul;X_Insteek geul;Y_Insteek geul;Z_Insteek geul;X_Teen dijk buitenwaarts;Y_Teen dijk buitenwaarts;Z_Teen dijk buitenwaarts;X_Kruin buitenberm;Y_Kruin buitenberm;Z_Kruin buitenberm;X_Insteek buitenberm;Y_Insteek buitenberm;Z_Insteek buitenberm;X_Kruin buitentalud;Y_Kruin buitentalud;Z_Kruin buitentalud;X_Verkeersbelasting kant buitenwaarts;Y_Verkeersbelasting kant buitenwaarts;Z_Verkeersbelasting kant buitenwaarts;X_Verkeersbelasting kant binnenwaarts;Y_Verkeersbelasting kant binnenwaarts;Z_Verkeersbelasting kant binnenwaarts;X_Kruin binnentalud;Y_Kruin binnentalud;Z_Kruin binnentalud;X_Insteek binnenberm;Y_Insteek binnenberm;Z_Insteek binnenberm;X_Kruin binnenberm;Y_Kruin binnenberm;Z_Kruin binnenberm;X_Teen dijk binnenwaarts;Y_Teen dijk binnenwaarts;Z_Teen dijk binnenwaarts;X_Insteek sloot dijkzijde;Y_Insteek sloot dijkzijde;Z_Insteek sloot dijkzijde;X_Slootbodem dijkzijde;Y_Slootbodem dijkzijde;Z_Slootbodem dijkzijde;X_Slootbodem polderzijde;Y_Slootbodem polderzijde;Z_Slootbodem polderzijde;X_Insteek sloot polderzijde;Y_Insteek sloot polderzijde;Z_Insteek sloot polderzijde;X_Maaiveld binnenwaarts;Y_Maaiveld binnenwaarts;Z_Maaiveld binnenwaarts +111-DIG-8986-01.2;-5.000;0.000;-2.100;-1.000;-1.000;-1.000;-1.000;-1.000;-1.000;-1.500;0.000;-2.100;0.370;0.000;-0.490;3.830;0.000;-0.340;5.000;0.000;0.200;5.971;0.000;0.200;8.471;0.000;-0.067;6.500;0.000;0.199;7.547;0.000;-0.069;9.580;0.000;-0.061;32.170;0.000;-4.524;35.990;0.000;-5.143;36.617;0.000;-5.824;37.029;0.000;-5.824;37.660;0.000;-5.131;50.000;0.000;-4.520 +111-DIG-8986-05.1;-5.000;0.000;-2.100;-1.000;-1.000;-1.000;-1.000;-1.000;-1.000;-1.532;0.000;-2.100;0.180;0.000;-0.555;0.884;0.000;-0.556;3.282;0.000;-0.131;5.196;0.000;-0.256;7.696;0.000;-0.426;4.312;0.000;-0.148;5.287;0.000;-0.267;7.696;0.000;-0.426;22.805;0.000;-3.246;26.975;0.000;-3.710;29.215;0.000;-5.247;29.998;0.000;-5.283;33.176;0.000;-3.663;50.000;0.000;-3.486 +111-DIG-8986-05.2;-10.000;0.000;-2.100;-1.000;-1.000;-1.000;-1.000;-1.000;-1.000;-2.170;0.000;-1.430;0.440;0.000;-0.560;1.210;0.000;-0.550;2.740;0.000;-0.080;4.900;0.000;-0.119;7.400;0.000;-0.189;9.900;0.000;-0.220;-1.000;-1.000;-1.000;-1.000;-1.000;-1.000;35.559;0.000;-3.837;38.660;0.000;-4.060;39.516;0.000;-5.035;40.840;0.000;-5.265;43.022;0.000;-4.000;70.000;0.000;-3.730 +111-DIG-8986-06.2;-5.000;0.000;-2.100;-1.000;-1.000;-1.000;-1.000;-1.000;-1.000;-2.000;0.000;-2.100;0.000;0.000;-0.561;21.166;0.000;-0.649;23.000;0.000;0.300;28.639;0.000;-1.046;31.138;0.000;-1.262;24.500;0.000;0.300;28.639;0.000;-1.046;30.612;0.000;-1.159;32.446;0.000;-1.540;33.882;0.000;-1.590;34.108;0.000;-2.191;36.742;0.000;-2.168;37.011;0.000;-1.674;50.000;0.000;-1.723 +111-DIG-8986-07.1;-5.000;0.000;-2.100;-1.000;-1.000;-1.000;-1.000;-1.000;-1.000;-1.099;0.000;-2.101;0.180;0.000;-0.492;1.084;0.000;-0.378;2.500;0.000;0.176;5.250;0.000;-0.020;7.750;0.000;-0.114;4.000;0.000;0.186;5.591;0.000;-0.076;7.278;0.000;-0.037;39.393;0.000;-4.646;-1.000;-1.000;-1.000;-1.000;-1.000;-1.000;-1.000;-1.000;-1.000;-1.000;-1.000;-1.000;50.000;0.000;-4.722 +111-DIG-8986-07.1a;-5.000;0.000;-2.101;-1.000;-1.000;-1.000;-1.000;-1.000;-1.000;-1.500;0.000;-2.116;0.780;0.000;-0.381;1.220;0.000;-0.631;3.000;0.000;0.175;5.501;0.000;-0.218;8.000;0.000;-0.294;4.500;0.000;0.176;5.720;0.000;-0.306;8.230;0.000;-0.316;41.260;0.000;-4.321;46.500;0.000;-4.700;47.320;0.000;-5.885;48.360;0.000;-5.943;49.950;0.000;-4.861;60.000;0.000;-4.886 +111-DIG-8986-07.2;-5.000;0.000;-2.101;-1.000;-1.000;-1.000;-1.000;-1.000;-1.000;-1.500;0.000;-2.103;0.740;0.000;-0.260;2.850;0.000;-0.667;5.000;0.000;0.175;7.509;0.000;-0.135;10.010;0.000;-0.239;6.500;0.000;0.186;7.703;0.000;-0.193;9.790;0.000;-0.197;25.470;0.000;-3.133;26.621;0.000;-4.192;26.840;0.000;-4.916;27.340;0.000;-4.949;27.480;0.000;-4.274;40.000;0.000;-3.905 +111-DIG-8986-07.3;-5.000;0.000;-2.105;-1.000;-1.000;-1.000;-1.000;-1.000;-1.000;-1.434;0.000;-2.129;0.000;0.000;-0.553;2.960;0.000;-0.342;3.600;0.000;0.169;3.501;0.000;0.094;6.000;0.000;-0.122;5.100;0.000;0.144;11.730;0.000;-1.729;14.730;0.000;-1.892;25.000;0.000;-3.580;27.484;0.000;-3.816;28.300;0.000;-4.430;29.120;0.000;-4.490;29.730;0.000;-3.940;50.000;0.000;-4.090 +111-DIG-8986-07.4;-5.000;0.000;-2.101;-1.000;-1.000;-1.000;-1.000;-1.000;-1.000;-1.394;0.000;-2.102;3.300;0.000;-0.732;5.790;0.000;-0.189;6.400;0.000;0.181;6.500;0.000;0.180;9.000;0.000;0.178;9.400;0.000;0.178;10.410;0.000;-0.290;11.490;0.000;-0.411;33.180;0.000;-4.667;34.090;0.000;-4.849;35.079;0.000;-5.817;35.941;0.000;-5.926;36.770;0.000;-4.853;50.000;0.000;-4.800 Index: DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-07.1a.sti =================================================================== diff -u --- DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-07.1a.sti (revision 0) +++ DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-07.1a.sti (revision 3203) @@ -0,0 +1,1215 @@ +Input file for Dam Soil Profile Tool : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 4-5-2020 +TIME : 06:08:53 +FILENAME : E:\jeremy\2020-05_DAM sprint\STI_10m\input\sti\111-DIG-8986-07.1a.sti +CREATED BY : Dam Soil Profile Tool version 19.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +Pleistoceen zand +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamWet=0.01 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Basisveen +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamWet=0.01 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei siltig 14,5-16,5 +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamWet=0.01 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei humeus <14 +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamWet=0.01 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +ophoogmateriaal_klei +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamWet=0.01 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen > 300 +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamWet=0.01 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 30 - Number of geometry points - + 1 -5.000 -31.550 0.000 + 2 0.000 -31.550 0.000 + 3 -5.000 5.000 0.000 + 4 0.000 5.000 0.000 + 5 -5.000 -0.492 0.000 + 6 0.000 -0.492 0.000 + 7 -5.000 -2.822 0.000 + 8 0.000 -2.822 0.000 + 9 -5.000 -6.002 0.000 + 10 0.000 -6.002 0.000 + 11 -5.000 -8.302 0.000 + 12 0.000 -8.302 0.000 + 13 -5.000 -10.651 0.000 + 14 0.000 -10.651 0.000 + 15 -5.000 -11.450 0.000 + 16 0.000 -11.450 0.000 + 17 5.000 -31.550 0.000 + 18 5.000 5.000 0.000 + 19 0.000 -4.401 0.000 + 20 5.000 -4.401 0.000 + 21 0.000 -4.958 0.000 + 22 5.000 -4.958 0.000 + 23 0.000 -8.209 0.000 + 24 5.000 -8.209 0.000 + 25 0.000 -10.006 0.000 + 26 5.000 -10.006 0.000 + 27 0.000 -11.550 0.000 + 28 5.000 -11.550 0.000 + 29 -5.000 -32.281 0.000 + 30 5.000 -32.281 0.000 +[END OF POINTS] + +[CURVES] + 28 - 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 + 3 4 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 27 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 16 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 14 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 25 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 12 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 23 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 10 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 21 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 19 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 8 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 6 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 4 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 17 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 18 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 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 + 29 30 +[END OF CURVES] + +[BOUNDARIES] + 15 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 28 + 1 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 1 21 + 2 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 1 9 27 + 3 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 26 + 4 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 13 14 25 + 5 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 13 14 15 16 24 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 13 14 15 16 17 + 23 + 7 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 13 14 15 16 17 + 18 19 20 22 + 8 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 8 11 12 13 14 15 16 17 18 19 + 20 22 + 9 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 7 12 13 14 15 16 17 18 19 20 + 22 + 10 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 6 14 15 16 17 18 19 20 22 + 11 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 5 16 17 18 19 20 22 + 12 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 4 19 20 22 + 13 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 3 20 22 + 14 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 2 22 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 15 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 15 - 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 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 15 - Number of boundaries - + 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] + 14 - Number of layers - + 1 - Layer number, next line is material of layer + Pleistoceen zand + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Pleistoceen zand + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Basisveen + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Klei siltig 14,5-16,5 + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Klei humeus <14 + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Klei humeus <14 + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + ophoogmateriaal_klei + 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 siltig 14,5-16,5 + 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 humeus <14 + 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 +[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 + 1 : Geotextiles on + 1 : Nails on + 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] + 14 Number of layers + 14 100 + 13 100 100 + 12 100 100 100 + 11 100 100 100 100 + 10 100 100 100 100 100 + 9 100 100 100 100 100 100 + 8 100 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 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 + 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 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 0.000 0.000 1 X-direction + 0.000 0.000 1 Y-direction + 0.000 0.000 0 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 + 14 - 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 +[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] + 3.00 = Width top rest profile [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 +[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=30 +GenerationCount=30 +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=40 +GenerationCount=40 +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] Index: DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-06.2.sti =================================================================== diff -u --- DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-06.2.sti (revision 0) +++ DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-06.2.sti (revision 3203) @@ -0,0 +1,1682 @@ +Input file for Dam Soil Profile Tool : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 4-5-2020 +TIME : 06:08:53 +FILENAME : E:\jeremy\2020-05_DAM sprint\STI_10m\input\sti\111-DIG-8986-06.2.sti +CREATED BY : Dam Soil Profile Tool version 19.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = 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] +Veen < 300 +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamWet=0.01 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand +SoilColor=9276906 +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=9211020 +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] + 51 - Number of geometry points - + 1 -5.000 -31.900 0.000 + 2 0.000 -31.900 0.000 + 3 -5.000 5.000 0.000 + 4 0.000 5.000 0.000 + 5 -5.000 0.009 0.000 + 6 0.000 0.009 0.000 + 7 -5.000 -0.222 0.000 + 8 0.000 -0.222 0.000 + 9 -5.000 -0.258 0.000 + 10 0.000 -0.258 0.000 + 11 -5.000 -1.431 0.000 + 12 0.000 -1.431 0.000 + 13 -5.000 -1.619 0.000 + 14 0.000 -1.619 0.000 + 15 -5.000 -2.419 0.000 + 16 0.000 -2.419 0.000 + 17 -5.000 -2.914 0.000 + 18 0.000 -2.914 0.000 + 19 -5.000 -3.312 0.000 + 20 0.000 -3.312 0.000 + 21 -5.000 -4.406 0.000 + 22 0.000 -4.406 0.000 + 23 -5.000 -5.804 0.000 + 24 0.000 -5.804 0.000 + 25 -5.000 -10.102 0.000 + 26 0.000 -10.102 0.000 + 27 -5.000 -10.501 0.000 + 28 0.000 -10.501 0.000 + 29 -5.000 -11.401 0.000 + 30 0.000 -11.401 0.000 + 31 -5.000 -11.900 0.000 + 32 0.000 -11.900 0.000 + 33 5.000 -31.900 0.000 + 34 5.000 5.000 0.000 + 35 0.000 -2.510 0.000 + 36 5.000 -2.510 0.000 + 37 0.000 -2.910 0.000 + 38 5.000 -2.910 0.000 + 39 0.000 -3.310 0.000 + 40 5.000 -3.310 0.000 + 41 0.000 -4.609 0.000 + 42 5.000 -4.609 0.000 + 43 0.000 -5.508 0.000 + 44 5.000 -5.508 0.000 + 45 5.000 -10.103 0.000 + 46 0.000 -10.502 0.000 + 47 5.000 -10.502 0.000 + 48 5.000 -11.401 0.000 + 49 5.000 -11.900 0.000 + 50 -5.000 -32.638 0.000 + 51 5.000 -32.638 0.000 +[END OF POINTS] + +[CURVES] + 49 - 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 + 3 4 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 32 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 30 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 46 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 28 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 26 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 24 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 43 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 41 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 22 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 20 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 39 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 18 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 37 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 35 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 16 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 14 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 12 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 10 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 8 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 6 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 4 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 33 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 34 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 45 + 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 + 30 48 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 49 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 +[END OF CURVES] + +[BOUNDARIES] + 27 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 49 + 1 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 1 38 + 2 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 1 17 48 + 3 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 1 17 18 47 + 4 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 1 17 18 19 46 + 5 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 1 17 18 19 20 21 45 + 6 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 1 17 18 19 20 21 22 23 44 + 7 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 1 17 18 19 20 21 22 23 24 43 + 8 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 1 17 18 19 20 21 22 23 24 25 + 26 27 42 + 9 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 1 17 18 19 20 21 22 23 24 25 + 26 27 28 29 41 + 10 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 1 17 18 19 20 21 22 23 24 25 + 26 27 28 29 30 40 + 11 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 1 17 18 19 20 21 22 23 24 25 + 26 27 28 29 30 31 32 33 34 35 + 36 37 39 + 12 - Boundary number + 22 - number of curves on boundary, next line(s) are curvenumbers + 16 18 19 20 21 22 23 24 25 26 + 27 28 29 30 31 32 33 34 35 36 + 37 39 + 13 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 15 19 20 21 22 23 24 25 26 27 + 28 29 30 31 32 33 34 35 36 37 + 39 + 14 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 14 21 22 23 24 25 26 27 28 29 + 30 31 32 33 34 35 36 37 39 + 15 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 13 22 23 24 25 26 27 28 29 30 + 31 32 33 34 35 36 37 39 + 16 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 12 23 24 25 26 27 28 29 30 31 + 32 33 34 35 36 37 39 + 17 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 11 26 27 28 29 30 31 32 33 34 + 35 36 37 39 + 18 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 10 27 28 29 30 31 32 33 34 35 + 36 37 39 + 19 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 9 29 30 31 32 33 34 35 36 37 + 39 + 20 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 8 32 33 34 35 36 37 39 + 21 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 7 33 34 35 36 37 39 + 22 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 6 34 35 36 37 39 + 23 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 5 35 36 37 39 + 24 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 4 36 37 39 + 25 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 3 37 39 + 26 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 2 39 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 27 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 27 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 27 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 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] + 26 - 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 + Basisveen + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Klei siltig 14,5-16,5 + 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 + Veen > 300 + 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 + Veen < 300 + 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 + Veen > 300 + 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 humeus <14 + 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 + Pleistoceen zand + 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 + Basisveen + 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 siltig 14,5-16,5 + 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 + Basisveen + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + Klei siltig 14,5-16,5 + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + Klei humeus <14 + 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 + Veen > 300 + 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 + Veen < 300 + 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 + Veen > 300 + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 20 - Boundarynumber at top of layer + 19 - Boundarynumber at bottom of layer + 21 - Layer number, next line is material of layer + Zand + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 21 - Boundarynumber at top of layer + 20 - Boundarynumber at bottom of layer + 22 - 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 + 22 - Boundarynumber at top of layer + 21 - Boundarynumber at bottom of layer + 23 - 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 + 23 - Boundarynumber at top of layer + 22 - Boundarynumber at bottom of layer + 24 - 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 + 24 - Boundarynumber at top of layer + 23 - Boundarynumber at bottom of layer + 25 - 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 + 25 - Boundarynumber at top of layer + 24 - Boundarynumber at bottom of layer + 26 - 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 + 26 - Boundarynumber at top of layer + 25 - 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 + 1 : Geotextiles on + 1 : Nails on + 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] + 26 Number of layers + 26 100 + 25 100 100 + 24 100 100 100 + 23 100 100 100 100 + 22 100 100 100 100 100 + 21 100 100 100 100 100 100 + 20 100 100 100 100 100 100 100 + 19 100 100 100 100 100 100 100 100 + 18 100 100 100 100 100 100 100 100 100 + 17 100 100 100 100 100 100 100 100 100 100 + 16 100 100 100 100 100 100 100 100 100 100 + 100 + 15 100 100 100 100 100 100 100 100 100 100 + 100 100 + 14 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 13 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 12 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 11 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 10 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 9 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 + 8 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 0.000 0.000 1 X-direction + 0.000 0.000 1 Y-direction + 0.000 0.000 0 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 + 26 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 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] + 3.00 = Width top rest profile [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 +[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=30 +GenerationCount=30 +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=40 +GenerationCount=40 +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] Index: DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/Deltares.LayerOnSlopeTool.LayerCreator.Tests.csproj =================================================================== diff -u -r3197 -r3203 --- DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/Deltares.LayerOnSlopeTool.LayerCreator.Tests.csproj (.../Deltares.LayerOnSlopeTool.LayerCreator.Tests.csproj) (revision 3197) +++ DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/Deltares.LayerOnSlopeTool.LayerCreator.Tests.csproj (.../Deltares.LayerOnSlopeTool.LayerCreator.Tests.csproj) (revision 3203) @@ -36,6 +36,42 @@ Copying.AGPL.licenseheader + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + + + PreserveNewest + PreserveNewest Index: DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/LayerCreatorTests.cs =================================================================== diff -u -r3201 -r3203 --- DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/LayerCreatorTests.cs (.../LayerCreatorTests.cs) (revision 3201) +++ DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/LayerCreatorTests.cs (.../LayerCreatorTests.cs) (revision 3203) @@ -29,6 +29,7 @@ public class LayerCreatorTests { private readonly string importFolder = Path.Combine(Directory.GetCurrentDirectory(), "TestFiles\\InputFilesSingleFile"); + private readonly string importFolderMulti = Path.Combine(Directory.GetCurrentDirectory(), "TestFiles\\InputFilesMultiFiles"); private readonly string importFolderIncorrectLocation = Path.Combine(Directory.GetCurrentDirectory(), "TestFiles\\InputFilesSingleFileMissingDikeMaterial"); private readonly string importFolderStiGeometryLeftOfSurfaceLine = Path.Combine(Directory.GetCurrentDirectory(), "TestFiles\\InputFilesSingleFileStiGeometryLeftOfSurfaceLine"); @@ -112,5 +113,42 @@ Assert.IsTrue(lines[0].Contains("Handling location")); } + [Test] + public void TestLayerCreatorForMultipleFilesWithCorrectData() + { + var layerCreator = new LayerCreator(importFolderMulti, importFolderMulti, outputFolder, logFileName); + if (Directory.Exists(outputFolder)) + { + Directory.Delete(outputFolder, true); + } + + Directory.CreateDirectory(outputFolder); + layerCreator.Execute(); + var resultFile = Path.Combine(outputFolder, "111-DIG-8986-01.2.sti"); + Assert.IsTrue(File.Exists(resultFile)); + resultFile = Path.Combine(outputFolder, "111-DIG-8986-05.1.sti"); + Assert.IsTrue(File.Exists(resultFile)); + resultFile = Path.Combine(outputFolder, "111-DIG-8986-05.2.sti"); + Assert.IsTrue(File.Exists(resultFile)); + resultFile = Path.Combine(outputFolder, "111-DIG-8986-06.2.sti"); + Assert.IsTrue(File.Exists(resultFile)); + resultFile = Path.Combine(outputFolder, "111-DIG-8986-07.1.sti"); + Assert.IsTrue(File.Exists(resultFile)); + resultFile = Path.Combine(outputFolder, "111-DIG-8986-07.1a.sti"); + Assert.IsTrue(File.Exists(resultFile)); + resultFile = Path.Combine(outputFolder, "111-DIG-8986-07.2.sti"); + Assert.IsTrue(File.Exists(resultFile)); + resultFile = Path.Combine(outputFolder, "111-DIG-8986-07.3.sti"); + Assert.IsTrue(File.Exists(resultFile)); + resultFile = Path.Combine(outputFolder, "111-DIG-8986-07.4.sti"); + Assert.IsTrue(File.Exists(resultFile)); + + var logFile = Path.Combine(outputFolder, layerCreator.LogFileName); + Assert.IsTrue(File.Exists(logFile)); + var lines = File.ReadAllLines(logFile); + Assert.IsTrue(lines.Length == 9); + Assert.IsTrue(lines[0].Contains("Handling location")); + Assert.IsTrue(lines[8].Contains("Handling location")); + } } } \ No newline at end of file Index: DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-07.4.sti =================================================================== diff -u --- DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-07.4.sti (revision 0) +++ DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-07.4.sti (revision 3203) @@ -0,0 +1,1307 @@ +Input file for Dam Soil Profile Tool : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 4-5-2020 +TIME : 06:08:54 +FILENAME : E:\jeremy\2020-05_DAM sprint\STI_10m\input\sti\111-DIG-8986-07.4.sti +CREATED BY : Dam Soil Profile Tool version 19.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = 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 zandig >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 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] +Klei humeus <14 +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] +[SOIL] +ophoogmateriaal_klei +SoilColor=9276906 +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] + 30 - Number of geometry points - + 1 -5.000 -31.300 0.000 + 2 0.000 -31.300 0.000 + 3 -5.000 5.000 0.000 + 4 0.000 5.000 0.000 + 5 -5.000 -0.151 0.000 + 6 0.000 -0.151 0.000 + 7 -5.000 -0.802 0.000 + 8 0.000 -0.802 0.000 + 9 -5.000 -5.203 0.000 + 10 0.000 -5.203 0.000 + 11 -5.000 -8.902 0.000 + 12 0.000 -8.902 0.000 + 13 -5.000 -10.501 0.000 + 14 0.000 -10.501 0.000 + 15 -5.000 -11.300 0.000 + 16 0.000 -11.300 0.000 + 17 5.000 -31.300 0.000 + 18 5.000 5.000 0.000 + 19 0.000 -4.973 0.000 + 20 5.000 -4.973 0.000 + 21 0.000 -5.313 0.000 + 22 5.000 -5.313 0.000 + 23 0.000 -9.505 0.000 + 24 5.000 -9.505 0.000 + 25 0.000 -10.104 0.000 + 26 5.000 -10.104 0.000 + 27 0.000 -10.900 0.000 + 28 5.000 -10.900 0.000 + 29 -5.000 -32.026 0.000 + 30 5.000 -32.026 0.000 +[END OF POINTS] + +[CURVES] + 28 - 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 + 3 4 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 16 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 27 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 14 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 25 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 23 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 12 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 21 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 10 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 19 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 8 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 6 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 4 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 17 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 18 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 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 + 29 30 +[END OF CURVES] + +[BOUNDARIES] + 15 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 28 + 1 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 1 21 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 27 + 3 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 26 + 4 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 13 25 + 5 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 13 14 15 24 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 13 14 15 16 17 + 23 + 7 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 13 14 15 16 17 + 18 19 20 22 + 8 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 8 10 11 12 13 14 15 16 17 18 + 19 20 22 + 9 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 7 12 13 14 15 16 17 18 19 20 + 22 + 10 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 6 15 16 17 18 19 20 22 + 11 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 5 17 18 19 20 22 + 12 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 4 19 20 22 + 13 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 3 20 22 + 14 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 2 22 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 15 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 15 - 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 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 15 - Number of boundaries - + 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] + 14 - 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 zandig >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 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 + 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 + 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 zandig >16,5 + 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 +[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 + 1 : Geotextiles on + 1 : Nails on + 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] + 14 Number of layers + 14 100 + 13 100 100 + 12 100 100 100 + 11 100 100 100 100 + 10 100 100 100 100 100 + 9 100 100 100 100 100 100 + 8 100 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 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 + 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 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 0.000 0.000 1 X-direction + 0.000 0.000 1 Y-direction + 0.000 0.000 0 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 + 14 - 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 +[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] + 3.00 = Width top rest profile [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 +[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=30 +GenerationCount=30 +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=40 +GenerationCount=40 +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] Index: DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-05.2.sti =================================================================== diff -u --- DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-05.2.sti (revision 0) +++ DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-05.2.sti (revision 3203) @@ -0,0 +1,1455 @@ +Input file for Dam Soil Profile Tool : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 4-5-2020 +TIME : 06:08:53 +FILENAME : E:\jeremy\2020-05_DAM sprint\STI_10m\input\sti\111-DIG-8986-05.2.sti +CREATED BY : Dam Soil Profile Tool version 19.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = 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] +Zand +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] +Klei zandig >16,5 +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamWet=0.01 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen > 300 +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamWet=0.01 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei humeus <14 +SoilColor=9276906 +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] + 39 - Number of geometry points - + 1 -5.000 -32.300 0.000 + 2 0.000 -32.300 0.000 + 3 -5.000 5.000 0.000 + 4 0.000 5.000 0.000 + 5 -5.000 -0.930 0.000 + 6 0.000 -0.930 0.000 + 7 -5.000 -4.300 0.000 + 8 0.000 -4.300 0.000 + 9 -5.000 -5.500 0.000 + 10 0.000 -5.500 0.000 + 11 -5.000 -8.002 0.000 + 12 0.000 -8.002 0.000 + 13 -5.000 -9.200 0.000 + 14 0.000 -9.200 0.000 + 15 -5.000 -10.500 0.000 + 16 0.000 -10.500 0.000 + 17 -5.000 -10.700 0.000 + 18 0.000 -10.700 0.000 + 19 -5.000 -11.400 0.000 + 20 0.000 -11.400 0.000 + 21 -5.000 -12.300 0.000 + 22 0.000 -12.300 0.000 + 23 5.000 -32.300 0.000 + 24 5.000 5.000 0.000 + 25 0.000 -4.000 0.000 + 26 5.000 -4.000 0.000 + 27 0.000 -4.461 0.000 + 28 5.000 -4.461 0.000 + 29 0.000 -6.500 0.000 + 30 5.000 -6.500 0.000 + 31 0.000 -7.500 0.000 + 32 5.000 -7.500 0.000 + 33 5.000 -9.200 0.000 + 34 5.000 -10.500 0.000 + 35 5.000 -10.700 0.000 + 36 5.000 -11.400 0.000 + 37 5.000 -12.300 0.000 + 38 -5.000 -33.046 0.000 + 39 5.000 -33.046 0.000 +[END OF POINTS] + +[CURVES] + 37 - 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 + 3 4 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 22 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 20 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 18 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 14 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 12 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 31 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 29 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 10 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 27 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 8 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 25 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 6 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 4 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 23 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 24 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 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 + 14 33 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 34 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 35 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 36 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 37 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 +[END OF CURVES] + +[BOUNDARIES] + 22 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 37 + 1 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 1 26 + 2 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 1 12 36 + 3 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 1 12 13 35 + 4 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 1 12 13 14 34 + 5 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 1 12 13 14 15 33 + 6 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 1 12 13 14 15 16 32 + 7 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 1 12 13 14 15 16 17 18 31 + 8 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 1 12 13 14 15 16 17 18 19 30 + 9 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 1 12 13 14 15 16 17 18 19 20 + 21 29 + 10 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 1 12 13 14 15 16 17 18 19 20 + 21 22 23 28 + 11 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 1 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 27 + 12 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 11 13 14 15 16 17 18 19 20 21 + 22 23 24 25 27 + 13 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 10 14 15 16 17 18 19 20 21 22 + 23 24 25 27 + 14 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 9 15 16 17 18 19 20 21 22 23 + 24 25 27 + 15 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 8 16 17 18 19 20 21 22 23 24 + 25 27 + 16 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 7 17 18 19 20 21 22 23 24 25 + 27 + 17 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 6 18 19 20 21 22 23 24 25 27 + 18 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 5 21 22 23 24 25 27 + 19 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 4 23 24 25 27 + 20 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 3 25 27 + 21 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 2 27 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 22 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 22 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 22 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 0 - Number of piezometric level lines - +[END OF PIEZO LINES] + +[PHREATIC LINE] + 0 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 21 - Number of layers - + 1 - Layer number, next line is material of layer + Pleistoceen zand + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Pleistoceen zand + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Basisveen + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Klei 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 + Basisveen + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Klei siltig 14,5-16,5 + 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 + Zand + 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 + Klei zandig >16,5 + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Klei siltig 14,5-16,5 + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + Veen > 300 + 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 humeus <14 + 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 + Pleistoceen zand + 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 + Basisveen + 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 siltig 14,5-16,5 + 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 + Basisveen + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + Klei siltig 14,5-16,5 + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + Zand + 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 + Klei zandig >16,5 + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 18 - Boundarynumber at top of layer + 17 - Boundarynumber at bottom of layer + 19 - Layer number, next line is material of layer + Klei siltig 14,5-16,5 + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 19 - Boundarynumber at top of layer + 18 - Boundarynumber at bottom of layer + 20 - Layer number, next line is material of layer + Veen > 300 + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 20 - Boundarynumber at top of layer + 19 - Boundarynumber at bottom of layer + 21 - Layer number, next line is material of layer + Klei humeus <14 + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 21 - Boundarynumber at top of layer + 20 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[END OF RUN IDENTIFICATION TITLES] +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[END OF MSEEPNET] +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[END OF UNIT WEIGHT WATER] +[DEGREE OF CONSOLIDATION] + 21 Number of layers + 21 100 + 20 100 100 + 19 100 100 100 + 18 100 100 100 100 + 17 100 100 100 100 100 + 16 100 100 100 100 100 100 + 15 100 100 100 100 100 100 100 + 14 100 100 100 100 100 100 100 100 + 13 100 100 100 100 100 100 100 100 100 + 12 100 100 100 100 100 100 100 100 100 100 + 11 100 100 100 100 100 100 100 100 100 100 + 100 + 10 100 100 100 100 100 100 100 100 100 100 + 100 100 + 9 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 8 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 0.000 0.000 1 X-direction + 0.000 0.000 1 Y-direction + 0.000 0.000 0 Tangent lines + 0.000 0.000 0 no fixed point used +[END OF CIRCLES] +[SPENCER SLIP DATA] + 0 Number of points +[END OF SPENCER SLIP DATA] +[SPENCER SLIP DATA 2] + 0 Number of points +[END OF SPENCER SLIP DATA 2] +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[END OF SPENCER SLIP INTERVAL] +[LINE LOADS] + 0 = number of items +[END OF LINE LOADS] +[UNIFORM LOADS] + 0 = number of items +[END OF UNIFORM LOADS] +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[END OF EARTH QUAKE] +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[END OF MINIMAL REQUIRED CIRCLE DEPTH] +[SLIP CIRCLE SELECTION] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[END OF SLIP CIRCLE SELECTION] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[END OF START VALUE SAFETY FACTOR] +[REFERENCE LEVEL SU] + 16.000 Excavation gamma above freatic level + 18.000 Excavation gamma below freatic level + 0 number of points +[END OF REFERENCE LEVEL SU] + +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[END OF LIFT SLIP DATA] +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 21 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[END OF EXTERNAL WATER LEVELS] +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[END OF MODEL FACTOR] +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 3.00 = Width top rest profile [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 +[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=30 +GenerationCount=30 +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=40 +GenerationCount=40 +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] Index: DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-07.1.sti =================================================================== diff -u --- DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-07.1.sti (revision 0) +++ DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-07.1.sti (revision 3203) @@ -0,0 +1,1254 @@ +Input file for Dam Soil Profile Tool : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 4-5-2020 +TIME : 06:08:53 +FILENAME : E:\jeremy\2020-05_DAM sprint\STI_10m\input\sti\111-DIG-8986-07.1.sti +CREATED BY : Dam Soil Profile Tool version 19.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = 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] +Veen > 300 +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamWet=0.01 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen < 300 +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamWet=0.01 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei humeus <14 +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] +[SOIL] +ophoogmateriaal_klei +SoilColor=9276906 +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] + 25 - Number of geometry points - + 1 -5.000 -31.700 0.000 + 2 0.000 -31.700 0.000 + 3 -5.000 5.000 0.000 + 4 0.000 5.000 0.000 + 5 -5.000 -0.420 0.000 + 6 0.000 -0.420 0.000 + 7 -5.000 -3.001 0.000 + 8 0.000 -3.001 0.000 + 9 -5.000 -3.701 0.000 + 10 0.000 -3.701 0.000 + 11 -5.000 -6.301 0.000 + 12 0.000 -6.301 0.000 + 13 -5.000 -10.601 0.000 + 14 0.000 -10.601 0.000 + 15 -5.000 -11.700 0.000 + 16 0.000 -11.700 0.000 + 17 5.000 -31.700 0.000 + 18 5.000 5.000 0.000 + 19 0.000 -5.220 0.000 + 20 5.000 -5.220 0.000 + 21 0.000 -10.208 0.000 + 22 5.000 -10.208 0.000 + 23 5.000 -11.700 0.000 + 24 -5.000 -32.434 0.000 + 25 5.000 -32.434 0.000 +[END OF POINTS] + +[CURVES] + 23 - 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 + 3 4 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 16 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 14 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 21 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 19 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 10 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 8 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 6 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 4 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 17 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 18 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 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 + 16 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 +[END OF CURVES] + +[BOUNDARIES] + 13 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 23 + 1 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 1 18 + 2 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 1 9 22 + 3 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 21 + 4 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 13 20 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 13 14 15 16 17 + 19 + 6 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 8 10 11 12 13 14 15 16 17 19 + 7 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 7 11 12 13 14 15 16 17 19 + 8 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 6 13 14 15 16 17 19 + 9 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 5 15 16 17 19 + 10 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 4 16 17 19 + 11 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 3 17 19 + 12 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 2 19 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 13 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 13 - 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 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 13 - Number of boundaries - + 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] + 12 - 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 + Veen > 300 + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Pleistoceen zand + 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 + Basisveen + 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 + Klei siltig 14,5-16,5 + 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 + Veen > 300 + 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 + Veen < 300 + 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 humeus <14 + 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 + ophoogmateriaal_klei + 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 +[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 + 1 : Geotextiles on + 1 : Nails on + 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] + 12 Number of layers + 12 100 + 11 100 100 + 10 100 100 100 + 9 100 100 100 100 + 8 100 100 100 100 100 + 7 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 + 1 100 100 100 100 100 100 100 100 100 100 + 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 + 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 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 0.000 0.000 1 X-direction + 0.000 0.000 1 Y-direction + 0.000 0.000 0 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 + 12 - 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 +[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] + 3.00 = Width top rest profile [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 +[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=30 +GenerationCount=30 +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=40 +GenerationCount=40 +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] Index: DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-07.3.sti =================================================================== diff -u --- DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-07.3.sti (revision 0) +++ DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/111-DIG-8986-07.3.sti (revision 3203) @@ -0,0 +1,1238 @@ +Input file for Dam Soil Profile Tool : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 4-5-2020 +TIME : 06:08:54 +FILENAME : E:\jeremy\2020-05_DAM sprint\STI_10m\input\sti\111-DIG-8986-07.3.sti +CREATED BY : Dam Soil Profile Tool version 19.1.1 +========================== 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] + 32 - Number of geometry points - + 1 -5.000 -31.900 0.000 + 2 0.000 -31.900 0.000 + 3 -5.000 5.000 0.000 + 4 0.000 5.000 0.000 + 5 -5.000 0.054 0.000 + 6 0.000 0.054 0.000 + 7 -5.000 -0.132 0.000 + 8 0.000 -0.132 0.000 + 9 -5.000 -1.410 0.000 + 10 0.000 -1.410 0.000 + 11 -5.000 -5.804 0.000 + 12 0.000 -5.804 0.000 + 13 -5.000 -6.304 0.000 + 14 0.000 -6.304 0.000 + 15 -5.000 -10.501 0.000 + 16 0.000 -10.501 0.000 + 17 -5.000 -11.400 0.000 + 18 0.000 -11.400 0.000 + 19 5.000 -31.900 0.000 + 20 5.000 5.000 0.000 + 21 0.000 -3.809 0.000 + 22 5.000 -3.809 0.000 + 23 0.000 -5.200 0.000 + 24 5.000 -5.200 0.000 + 25 0.000 -5.800 0.000 + 26 5.000 -5.800 0.000 + 27 0.000 -10.922 0.000 + 28 5.000 -10.922 0.000 + 29 0.000 -11.900 0.000 + 30 5.000 -11.900 0.000 + 31 -5.000 -32.638 0.000 + 32 5.000 -32.638 0.000 +[END OF POINTS] + +[CURVES] + 30 - 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 + 3 4 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 29 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 18 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 27 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 16 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 12 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 25 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 23 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 21 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 10 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 8 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 6 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 4 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 19 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 20 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 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 + 31 32 +[END OF CURVES] + +[BOUNDARIES] + 16 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 30 + 1 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 1 23 + 2 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 1 10 29 + 3 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 1 10 11 12 28 + 4 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 1 10 11 12 13 14 15 16 27 + 5 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 1 10 11 12 13 14 15 16 17 26 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 1 10 11 12 13 14 15 16 17 18 + 25 + 7 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 1 10 11 12 13 14 15 16 17 18 + 19 20 21 22 24 + 8 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 9 12 13 14 15 16 17 18 19 20 + 21 22 24 + 9 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 8 14 15 16 17 18 19 20 21 22 + 24 + 10 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 7 15 16 17 18 19 20 21 22 24 + 11 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 6 16 17 18 19 20 21 22 24 + 12 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 5 20 21 22 24 + 13 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 4 21 22 24 + 14 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 3 22 24 + 15 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 2 24 +[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 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 + 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 siltig 14,5-16,5 + 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 humeus <14 + 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 + 1 : Geotextiles on + 1 : Nails on + 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] + 0.000 0.000 1 X-direction + 0.000 0.000 1 Y-direction + 0.000 0.000 0 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] + 3.00 = Width top rest profile [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 +[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=30 +GenerationCount=30 +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=40 +GenerationCount=40 +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] Index: DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/surfacelines.csv =================================================================== diff -u --- DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/surfacelines.csv (revision 0) +++ DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/surfacelines.csv (revision 3203) @@ -0,0 +1,10 @@ +LOCATIONID;X1;Y1;Z1;.....;Xn;Yn;Zn;(Profiel) +111-DIG-8986-01.2;-5.000;0.000;-2.100;-1.500;0.000;-2.100;0.000;0.000;-0.650;0.370;0.000;-0.490;1.130;0.000;-0.450;2.510;0.000;-0.390;3.000;0.000;-0.371;3.830;0.000;-0.340;4.458;0.000;-0.050;5.000;0.000;0.200;5.790;0.000;0.200;5.971;0.000;0.200;6.500;0.000;0.199;6.690;0.000;0.150;7.547;0.000;-0.069;7.770;0.000;-0.071;7.810;0.000;-0.071;8.000;0.000;-0.070;8.471;0.000;-0.067;9.580;0.000;-0.061;10.270;0.000;-0.201;11.209;0.000;-0.407;11.460;0.000;-0.462;12.790;0.000;-0.841;13.205;0.000;-0.950;13.530;0.000;-1.030;15.116;0.000;-1.331;15.140;0.000;-1.335;15.400;0.000;-1.382;16.610;0.000;-1.592;19.610;0.000;-2.121;23.290;0.000;-2.782;26.992;0.000;-3.432;27.100;0.000;-3.452;27.400;0.000;-3.505;29.000;0.000;-3.788;30.745;0.000;-4.193;30.790;0.000;-4.199;30.830;0.000;-4.203;32.170;0.000;-4.524;33.090;0.000;-4.606;34.000;0.000;-4.746;34.690;0.000;-4.853;35.990;0.000;-5.143;36.250;0.000;-5.212;36.617;0.000;-5.824;37.029;0.000;-5.824;37.410;0.000;-5.212;37.660;0.000;-5.131;38.660;0.000;-4.821;39.900;0.000;-4.590;41.910;0.000;-4.470;48.000;0.000;-4.410;50.000;0.000;-4.520 +111-DIG-8986-05.1;-5.000;0.000;-2.100;-1.532;0.000;-2.100;-0.369;0.000;-1.000;0.000;0.000;-0.651;0.180;0.000;-0.555;0.884;0.000;-0.556;1.461;0.000;-0.450;2.165;0.000;-0.266;2.675;0.000;-0.175;3.282;0.000;-0.131;4.312;0.000;-0.148;5.196;0.000;-0.256;5.287;0.000;-0.267;7.696;0.000;-0.426;22.805;0.000;-3.246;25.915;0.000;-3.537;26.975;0.000;-3.710;28.075;0.000;-4.100;28.145;0.000;-4.125;28.672;0.000;-4.271;28.807;0.000;-4.376;29.215;0.000;-5.247;29.629;0.000;-5.376;29.998;0.000;-5.283;30.450;0.000;-4.376;30.629;0.000;-4.267;31.043;0.000;-4.100;31.348;0.000;-3.977;31.941;0.000;-3.765;33.176;0.000;-3.663;41.478;0.000;-3.597;50.000;0.000;-3.486 +111-DIG-8986-05.2;-10.000;0.000;-2.100;-5.000;0.000;-2.010;-4.600;0.000;-1.800;-4.030;0.000;-1.530;-3.070;0.000;-1.470;-2.170;0.000;-1.430;-1.360;0.000;-1.150;-0.890;0.000;-0.940;-0.758;0.000;-0.897;0.000;0.000;-0.650;0.440;0.000;-0.560;1.210;0.000;-0.550;1.950;0.000;-0.210;2.740;0.000;-0.080;4.650;0.000;-0.110;4.900;0.000;-0.119;6.650;0.000;-0.180;7.400;0.000;-0.189;9.900;0.000;-0.220;11.310;0.000;-0.330;12.309;0.000;-0.475;14.390;0.000;-0.910;16.220;0.000;-1.270;23.620;0.000;-2.649;35.559;0.000;-3.837;37.850;0.000;-3.990;37.966;0.000;-4.000;38.660;0.000;-4.060;38.970;0.000;-4.320;39.056;0.000;-4.500;39.516;0.000;-5.035;40.840;0.000;-5.265;42.311;0.000;-4.932;42.664;0.000;-4.500;42.740;0.000;-4.320;42.950;0.000;-4.020;43.022;0.000;-4.000;43.498;0.000;-3.868;52.280;0.000;-3.720;61.550;0.000;-3.700;70.000;0.000;-3.730 +111-DIG-8986-06.2;-5.000;0.000;-2.100;-2.000;0.000;-2.100;-1.467;0.000;-1.600;-1.254;0.000;-1.400;-0.628;0.000;-0.814;0.000;0.000;-0.561;3.008;0.000;-0.609;6.267;0.000;-0.900;12.630;0.000;-0.899;15.025;0.000;-0.596;19.188;0.000;-0.653;20.025;0.000;-0.716;20.575;0.000;-0.728;21.020;0.000;-0.724;21.166;0.000;-0.649;21.427;0.000;-0.520;23.000;0.000;0.300;24.500;0.000;0.300;27.497;0.000;-0.675;28.639;0.000;-1.046;28.927;0.000;-1.058;29.001;0.000;-1.062;29.997;0.000;-1.112;30.612;0.000;-1.159;31.138;0.000;-1.262;31.500;0.000;-1.333;32.307;0.000;-1.498;32.446;0.000;-1.540;33.800;0.000;-1.578;33.882;0.000;-1.590;34.108;0.000;-2.191;34.127;0.000;-2.180;35.391;0.000;-2.147;36.742;0.000;-2.168;36.805;0.000;-2.200;37.011;0.000;-1.674;38.000;0.000;-1.560;38.731;0.000;-1.709;42.509;0.000;-1.663;46.883;0.000;-1.742;50.000;0.000;-1.723 +111-DIG-8986-07.1;-5.000;0.000;-2.100;-1.099;0.000;-2.101;-0.039;0.000;-0.872;0.000;0.000;-0.663;0.180;0.000;-0.492;1.084;0.000;-0.378;2.112;0.000;0.022;2.500;0.000;0.176;2.806;0.000;0.176;3.500;0.000;0.177;4.000;0.000;0.186;4.043;0.000;0.180;4.777;0.000;0.059;5.250;0.000;-0.020;5.591;0.000;-0.076;7.278;0.000;-0.037;7.750;0.000;-0.114;8.103;0.000;-0.172;9.429;0.000;-0.476;13.800;0.000;-1.219;13.889;0.000;-1.235;14.011;0.000;-1.255;22.549;0.000;-2.645;22.644;0.000;-2.662;22.785;0.000;-2.683;25.000;0.000;-3.035;25.200;0.000;-3.059;26.837;0.000;-3.260;30.932;0.000;-3.616;33.937;0.000;-3.920;35.000;0.000;-4.041;35.390;0.000;-4.092;35.530;0.000;-4.125;36.289;0.000;-4.286;36.671;0.000;-4.381;36.797;0.000;-4.396;37.033;0.000;-4.422;37.336;0.000;-4.442;37.521;0.000;-4.449;37.747;0.000;-4.441;38.172;0.000;-4.425;38.305;0.000;-4.412;39.393;0.000;-4.646;41.162;0.000;-4.632;45.953;0.000;-4.688;50.000;0.000;-4.722 +111-DIG-8986-07.1a;-5.000;0.000;-2.101;-1.500;0.000;-2.116;-0.280;0.000;-0.881;0.000;0.000;-0.681;0.290;0.000;-0.481;0.549;0.000;-0.428;0.780;0.000;-0.381;1.220;0.000;-0.631;1.840;0.000;-0.343;1.899;0.000;-0.316;2.520;0.000;-0.042;2.780;0.000;0.073;3.000;0.000;0.175;4.330;0.000;0.176;4.500;0.000;0.176;5.020;0.000;-0.025;5.501;0.000;-0.218;5.720;0.000;-0.306;7.450;0.000;-0.244;8.000;0.000;-0.294;8.230;0.000;-0.316;8.894;0.000;-0.505;10.473;0.000;-0.809;12.982;0.000;-1.271;13.010;0.000;-1.278;17.026;0.000;-1.903;17.750;0.000;-1.995;22.450;0.000;-2.605;22.520;0.000;-2.607;26.033;0.000;-2.988;26.050;0.000;-2.989;29.310;0.000;-3.322;36.210;0.000;-3.965;36.381;0.000;-3.978;36.800;0.000;-4.015;39.101;0.000;-4.197;41.260;0.000;-4.321;46.320;0.000;-4.643;46.500;0.000;-4.700;46.699;0.000;-4.763;46.890;0.000;-4.823;47.140;0.000;-5.174;47.320;0.000;-5.885;47.630;0.000;-6.075;47.990;0.000;-5.944;48.360;0.000;-5.943;48.610;0.000;-5.152;49.100;0.000;-4.961;49.950;0.000;-4.861;54.360;0.000;-4.910;59.810;0.000;-4.890;60.000;0.000;-4.886 +111-DIG-8986-07.2;-5.000;0.000;-2.101;-1.500;0.000;-2.103;0.000;0.000;-0.670;0.260;0.000;-0.420;0.542;0.000;-0.327;0.740;0.000;-0.260;1.240;0.000;-0.531;1.800;0.000;-0.641;2.850;0.000;-0.667;4.590;0.000;0.012;4.653;0.000;0.036;5.000;0.000;0.175;5.170;0.000;0.176;6.250;0.000;0.186;6.409;0.000;0.186;6.500;0.000;0.186;7.440;0.000;-0.115;7.509;0.000;-0.135;7.703;0.000;-0.193;7.990;0.000;-0.193;9.790;0.000;-0.197;10.010;0.000;-0.239;11.064;0.000;-0.450;13.100;0.000;-0.848;14.870;0.000;-1.184;14.890;0.000;-1.187;17.080;0.000;-1.548;20.300;0.000;-2.055;20.460;0.000;-2.079;24.180;0.000;-2.676;25.470;0.000;-3.133;26.621;0.000;-4.192;26.700;0.000;-4.266;26.840;0.000;-4.916;27.070;0.000;-5.049;27.340;0.000;-4.949;27.480;0.000;-4.274;28.100;0.000;-4.002;28.540;0.000;-3.952;32.450;0.000;-3.831;37.270;0.000;-3.840;40.000;0.000;-3.905 +111-DIG-8986-07.3;-5.000;0.000;-2.105;-1.434;0.000;-2.129;-0.786;0.000;-1.423;0.000;0.000;-0.553;0.480;0.000;-0.564;1.000;0.000;-0.449;1.150;0.000;-0.415;1.860;0.000;-0.366;2.960;0.000;-0.342;3.050;0.000;-0.261;3.077;0.000;-0.244;3.420;0.000;0.033;3.501;0.000;0.094;3.600;0.000;0.169;4.160;0.000;0.156;4.900;0.000;0.149;5.000;0.000;0.146;5.100;0.000;0.144;6.000;0.000;-0.122;6.100;0.000;-0.155;7.500;0.000;-0.582;8.010;0.000;-0.734;10.100;0.000;-1.361;11.012;0.000;-1.606;11.430;0.000;-1.715;11.730;0.000;-1.729;13.330;0.000;-1.793;14.730;0.000;-1.892;16.350;0.000;-2.061;17.940;0.000;-2.241;19.780;0.000;-2.570;21.238;0.000;-2.969;21.800;0.000;-3.123;22.520;0.000;-3.320;25.000;0.000;-3.580;26.370;0.000;-3.640;27.000;0.000;-3.676;27.240;0.000;-3.690;27.484;0.000;-3.816;27.840;0.000;-4.000;28.300;0.000;-4.430;28.370;0.000;-4.490;28.740;0.000;-4.991;29.120;0.000;-4.490;29.330;0.000;-4.290;29.730;0.000;-3.940;30.020;0.000;-3.930;31.220;0.000;-4.020;40.130;0.000;-4.020;49.900;0.000;-4.070;50.000;0.000;-4.090 +111-DIG-8986-07.4;-5.000;0.000;-2.101;-1.394;0.000;-2.102;0.000;0.000;-0.811;2.600;0.000;-0.833;2.810;0.000;-0.803;3.300;0.000;-0.732;4.643;0.000;-0.338;4.770;0.000;-0.301;5.790;0.000;-0.189;6.400;0.000;0.181;6.500;0.000;0.180;6.830;0.000;0.178;8.840;0.000;0.178;9.000;0.000;0.178;9.400;0.000;0.178;9.610;0.000;0.082;10.410;0.000;-0.290;10.500;0.000;-0.295;11.490;0.000;-0.411;12.205;0.000;-0.573;12.830;0.000;-0.729;12.855;0.000;-0.731;14.700;0.000;-1.077;15.000;0.000;-1.134;18.690;0.000;-1.843;23.320;0.000;-2.695;26.200;0.000;-3.176;28.380;0.000;-3.519;28.500;0.000;-3.535;28.700;0.000;-3.588;32.000;0.000;-4.371;32.140;0.000;-4.402;33.180;0.000;-4.667;33.500;0.000;-4.729;34.090;0.000;-4.849;34.259;0.000;-5.020;34.480;0.000;-5.258;34.553;0.000;-5.310;35.079;0.000;-5.817;35.460;0.000;-5.989;35.941;0.000;-5.926;36.389;0.000;-5.304;36.440;0.000;-5.240;36.770;0.000;-4.853;37.490;0.000;-4.752;39.570;0.000;-4.681;44.840;0.000;-4.850;50.000;0.000;-4.800 Index: DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/slopelayers.csv =================================================================== diff -u --- DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/slopelayers.csv (revision 0) +++ DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator.Tests/TestFiles/InputFilesMultiFiles/slopelayers.csv (revision 3203) @@ -0,0 +1,10 @@ +location_id;surfaceline_id;x_offset;soilgeometry2D_name;Ophoogmateriaaldijk;slope_layer_thickness;slope_layer_material; +111-DIG-8986-01.2-dp 46;111-DIG-8986-01.2;32.17;111-DIG-8986-01.2.sti;ophoogmateriaal_klei;0.5;ophoogmateriaal_klei; +111-DIG-8986-05.1-dp 07;111-DIG-8986-05.1;22.805;111-DIG-8986-05.1.sti;ophoogmateriaal_klei;0.5;ophoogmateriaal_klei; +111-DIG-8986-05.2-dp 10;111-DIG-8986-05.2;35.559;111-DIG-8986-05.2.sti;ophoogmateriaal_klei;0.5;ophoogmateriaal_klei; +111-DIG-8986-06.2-dp 19;111-DIG-8986-06.2;32.446;111-DIG-8986-06.2.sti;ophoogmateriaal_klei;0.5;ophoogmateriaal_klei; +111-DIG-8986-07.1-dp 26;111-DIG-8986-07.1;39.393;111-DIG-8986-07.1.sti;ophoogmateriaal_klei;0.5;ophoogmateriaal_klei; +111-DIG-8986-07.1-dp 30;111-DIG-8986-07.1a;41.26;111-DIG-8986-07.1a.sti;ophoogmateriaal_klei;0.5;ophoogmateriaal_klei; +111-DIG-8986-07.2-dp 32;111-DIG-8986-07.2;25.47;111-DIG-8986-07.2.sti;ophoogmateriaal_klei;0.5;ophoogmateriaal_klei; +111-DIG-8986-07.3-dp 36;111-DIG-8986-07.3;25;111-DIG-8986-07.3.sti;ophoogmateriaal_klei;0.5;ophoogmateriaal_klei; +111-DIG-8986-07.4-dp 43;111-DIG-8986-07.4;33.18;111-DIG-8986-07.4.sti;ophoogmateriaal_klei;0.5;ophoogmateriaal_klei;