Index: DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.Application.Tests/ApplicationTests.cs =================================================================== diff -u -r3194 -r3214 --- DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.Application.Tests/ApplicationTests.cs (.../ApplicationTests.cs) (revision 3194) +++ DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.Application.Tests/ApplicationTests.cs (.../ApplicationTests.cs) (revision 3214) @@ -36,6 +36,7 @@ private const string validOutputMessageFileName = "ValidOutput.log"; private const string testFilesFolder = @"TestFiles\"; private const string inputFilesFolder = "ApplicationTestInput"; + private const string geometryFilesFolder = "ApplicationTestInput\\Geometry"; private const string outputFilesFolder = "ApplicationTestOutput"; [SetUp] @@ -80,7 +81,7 @@ // Given Invalid Data string commandline = string.Format(" -i {0} -g {1} -o {2}", Path.Combine(testFilesFolder, inputFilesFolder), - Path.Combine(testFilesFolder, inputFilesFolder), + Path.Combine(testFilesFolder, geometryFilesFolder), Path.Combine(testFilesFolder, outputFilesFolder)); // When Processing Index: DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.Application.Tests/TestFiles/ApplicationTestInput/Geometry/111-DIG-8986-01.2.sti =================================================================== diff -u --- DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.Application.Tests/TestFiles/ApplicationTestInput/Geometry/111-DIG-8986-01.2.sti (revision 0) +++ DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.Application.Tests/TestFiles/ApplicationTestInput/Geometry/111-DIG-8986-01.2.sti (revision 3214) @@ -0,0 +1,1193 @@ +Input file for Dam Soil Profile Tool : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 15-4-2020 +TIME : 01:22:17 +FILENAME : \\hhrs.rijnland.org\dfs\Users\jthiele\Documenten\DAM\test\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] + 29 - Number of geometry points - + 1 -10.000 -31.700 0.000 + 2 0.000 -31.700 0.000 + 3 -10.000 0.200 0.000 + 4 0.000 0.200 0.000 + 5 -10.000 -0.174 0.000 + 6 0.000 -0.174 0.000 + 7 -10.000 -0.817 0.000 + 8 0.000 -0.817 0.000 + 9 -10.000 -5.601 0.000 + 10 0.000 -5.601 0.000 + 11 -10.000 -8.601 0.000 + 12 0.000 -8.601 0.000 + 13 -10.000 -10.500 0.000 + 14 0.000 -10.500 0.000 + 15 -10.000 -11.700 0.000 + 16 0.000 -11.700 0.000 + 17 10.000 -31.700 0.000 + 18 0.000 -4.524 0.000 + 19 10.000 -4.524 0.000 + 20 0.000 -5.215 0.000 + 21 10.000 -5.215 0.000 + 22 0.000 -9.404 0.000 + 23 10.000 -9.404 0.000 + 24 0.000 -10.106 0.000 + 25 10.000 -10.106 0.000 + 26 0.000 -10.600 0.000 + 27 10.000 -10.600 0.000 + 28 -10.000 -32.338 0.000 + 29 10.000 -32.338 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 16 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 26 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 14 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 24 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 22 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 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 20 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 8 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 6 + 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 + 18 19 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 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] + 14 - 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 21 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 26 + 3 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 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 + 10 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 13 14 15 16 23 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 1 9 10 11 12 13 14 15 16 17 + 22 + 7 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 8 10 11 12 13 14 15 16 17 22 + 8 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 7 12 13 14 15 16 17 22 + 9 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 6 15 16 17 22 + 10 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 5 16 17 22 + 11 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 4 18 22 + 12 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 3 19 18 22 + 13 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 2 20 19 18 22 +[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/LayerCreator.cs =================================================================== diff -u -r3201 -r3214 --- DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator/LayerCreator.cs (.../LayerCreator.cs) (revision 3201) +++ DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.LayerCreator/LayerCreator.cs (.../LayerCreator.cs) (revision 3214) @@ -184,7 +184,7 @@ XOffset = location.XOffset * -1, SurfaceLine = surfaceLine, DikeMaterialName = location.DikeMaterial, - InputFilename = Path.Combine(InputFolderName, location.SoilGeometryName), + InputFilename = Path.Combine(GeometriesFolderName, location.SoilGeometryName), OutputFilename = Path.Combine(OutputFolderName, "Interim" + location.SoilGeometryName) }; StiFileCreator.StiFileCreator.ProcessFile(stiFileCreatorInput); Fisheye: Tag 3214 refers to a dead (removed) revision in file `DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.Application.Tests/TestFiles/ApplicationTestInput/111-DIG-8986-01.2.sti'. Fisheye: No comparison available. Pass `N' to diff? Index: DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.Application.Tests/Deltares.LayerOnSlopeTool.Application.Tests.csproj =================================================================== diff -u -r3197 -r3214 --- DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.Application.Tests/Deltares.LayerOnSlopeTool.Application.Tests.csproj (.../Deltares.LayerOnSlopeTool.Application.Tests.csproj) (revision 3197) +++ DamTools/LayerOnSlopeTool/trunk/src/Deltares.LayerOnSlopeTool.Application.Tests/Deltares.LayerOnSlopeTool.Application.Tests.csproj (.../Deltares.LayerOnSlopeTool.Application.Tests.csproj) (revision 3214) @@ -35,10 +35,10 @@ Copying.AGPL.licenseheader - + PreserveNewest - + PreserveNewest