Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/DGeoStabilityResultReaderTests.cs =================================================================== diff -u -r430 -r431 --- dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/DGeoStabilityResultReaderTests.cs (.../DGeoStabilityResultReaderTests.cs) (revision 430) +++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/DGeoStabilityResultReaderTests.cs (.../DGeoStabilityResultReaderTests.cs) (revision 431) @@ -12,6 +12,7 @@ private const string TestFolder = @"..\..\Tests\Files"; private const string TestFile = @"zuivering Gendt result.std"; private const string TestFileWithZonePlot = @"damWithZonePlotEnabled.std"; + private const string TestFileWithZonePlotUplift = @"damWithZonePlotEnabledUplift.std"; [Test] public void TestReadSafetyFactor() @@ -225,13 +226,13 @@ { // expected results are based on test in 'https://repos.deltares.nl/repos/dam/dam classic' revision 230 // but added that safetyfactor is divided by factor 1.05 when IsUpliftResults is false - string fileName = Path.Combine(TestFolder, TestFileWithZonePlot); + string fileName = Path.Combine(TestFolder, TestFileWithZonePlotUplift); var contents = DGeoStabilityResultReader.GetFileContents(fileName); var result = DGeoStabilityResultReader.ParseZoneResults(contents, - (int) DGeoStabilityResultReader.StabilityZone.stabilityZone2a); + (int) DGeoStabilityResultReader.StabilityZone.stabilityZone1a); Assert.IsTrue(result != null); var safetyFactor = ((DGeoStabilityResultReader.DGeoStabilityResultsSingleZone) result).SafetyFactor; - Assert.GreaterOrEqual(1.276/1.05, safetyFactor); + Assert.AreEqual(1.104/1.05, safetyFactor, 0.001); } [Test] @@ -509,16 +510,6 @@ (int) DGeoStabilityResultReader.StabilityZone.stabilityZone2a); } -// [Test] -// [ExpectedException(typeof(DGeoStabilityResultReaderException), ExpectedMessage = "Kan kolom identificatie niet lezen")] -// [SetUICulture("nl-NL")] -// public void TestThrowIfCouldNotReadColumnIndication() -// { -// var contents = @" 1 : Zone plot on" + Environment.NewLine + -// @"[Dump]"; -// DGeoStabilityResultReader.ParseZoneResults(contents, (int)DGeoStabilityResultReader.StabilityZone.stabilityZone2a); -// } - [Test] [ExpectedException(typeof(DGeoStabilityResultReaderException), ExpectedMessage = "Zone nummer of stabiliteitsfactor niet gevonden")] @@ -548,6 +539,27 @@ } } + + [Test] + [ExpectedException(typeof(ArgumentException), ExpectedMessage = "Project filenaam '' is niet geldig")] + [SetUICulture("nl-NL")] + public void TestThrowsExceptionWhenProjectHasNoValidName() + { + DGeoStabilityResultReader.ExtractStabilityResults(""); + } + + [Test] + [ExpectedException(typeof(FileNotFoundException), ExpectedMessage = "Projectfile 'NonExistingFolder' niet gevonden")] + [SetUICulture("nl-NL")] + public void TestThrowsExceptionWhenProjectDoesNotExist() + { + DGeoStabilityResultReader.ExtractStabilityResults("NonExistingFolder"); + } + + + + + #endregion } Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/damWithZonePlotEnabledUplift.std =================================================================== diff -u --- dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/damWithZonePlotEnabledUplift.std (revision 0) +++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/damWithZonePlotEnabledUplift.std (revision 431) @@ -0,0 +1,3811 @@ +Dump file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : +DATE : 2-12-2010 +TIME : 16:53:36 +FILENAME : D:\DelphiWin32Projects\trunk\data\DGeoStability\Examples\Tutorial-8.std +CREATED BY : D-Geo Stability version 10.1.1.2 +========================== BEGINNING OF DATA ========================== +[Input Data] +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 11 = number of items +[SOIL] +Soft Clay +SoilColor=16575398 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.00 +SoilGamWet=14.00 +SoilRestSlope=0 +SoilCohesion=8.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +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] +Medium Clay +SoilColor=11141025 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +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 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +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] +Stiff Clay +SoilColor=2763429 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=19.00 +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 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +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] +Peat +SoilColor=7077877 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=12.00 +SoilGamWet=12.00 +SoilRestSlope=1 +SoilCohesion=5.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +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] +Loose Sand +SoilColor=42495 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +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 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +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] +Berm Sand +SoilColor=15728396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.50 +SoilGamWet=21.00 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=32.00 +SoilDilatancy=32.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +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] +Sand +SoilColor=851951 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=1 +SoilCohesion=0.00 +SoilPhi=29.00 +SoilDilatancy=29.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +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] +Gravel +SoilColor=5244889 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +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 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +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] +Loam +SoilColor=13407356 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=20.00 +SoilGamWet=20.00 +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 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +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] +Muck +SoilColor=4163021 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +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 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +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] +Undetermined +SoilColor=16777215 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.00 +SoilGamWet=0.00 +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 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +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] + 21 - Number of geometry points - + 1 0.000 -6.000 0.000 + 2 75.000 -6.000 0.000 + 3 0.000 -4.000 0.000 + 4 75.000 -4.000 0.000 + 5 0.000 -2.000 0.000 + 6 75.000 -2.000 0.000 + 7 0.000 0.000 0.000 + 8 17.000 0.000 0.000 + 9 34.500 5.000 0.000 + 10 40.500 5.000 0.000 + 11 50.500 0.000 0.000 + 12 58.500 0.000 0.000 + 13 59.500 -2.000 0.000 + 14 60.500 -2.000 0.000 + 15 61.500 0.000 0.000 + 16 75.000 0.000 0.000 + 17 0.000 4.000 0.000 + 18 75.000 -0.250 0.000 + 19 35.000 4.000 0.000 + 20 42.000 3.250 0.000 + 21 49.500 -0.250 0.000 +[END OF POINTS] + +[CURVES] + 16 - 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 + 8 9 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 19 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 18 +[END OF CURVES] + +[BOUNDARIES] + 4 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 2 + 2 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 3 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 4 5 6 7 8 9 10 11 12 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 4 - Number of boundaries - + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 4 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 4 - Number of boundaries - + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 1 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 13 14 15 16 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - 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] + 3 - Number of layers - + 1 - Layer number, next line is material of layer + Sand + 1 - Piezometric level line at top of layer + 1 - 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 + Peat + 1 - Piezometric level line at top of layer + 1 - 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 + Soft Clay + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Tutorial 8 for MStab +Zone Plot model + +[MODEL] + 4 : Uplift Van + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 1 : Zone plot on + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 3 Number of layers + 3 100 + 2 100 100 + 1 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 +[degree earth quake] + 100 100 100 +[CIRCLES] + 43.000 51.000 8 X-direction + 6.000 9.000 8 Y-direction + -1.500 -4.500 8 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[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 +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 3 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 3 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +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=0.20 +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] + 4.00 = Diketable Height [m] + 32.00 = X co-ordinate indicating start of zone [m] + 36.00 = Boundary of M.H.W influence at X [m] + -3.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.05 = Required safety in zone 2a + 1.02 = Required safety in zone 2b + 52.00 = Left side minimum road [m] + 55.00 = Right side minimum road [m] + 0.93 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[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] +[MODEL SPECIAL] +IsAlternativeStrength=0 +[END OF MODEL SPECIAL] +[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 Data] + +[RestProfile] + 5 + 32.00000 4.00000 + 35.00000 4.00000 + 47.00000 -2.00000 + 55.00000 -4.00000 + 63.00000 -6.00000 +[ZONE RESULTS] +[Column Indication] +X-Centrepoint +Y-Centrepoint +Radius +Stability factor +Zone number +Entry point circle +Rotated angle in radians +Rotated safety +[End of Column Indication] +[Data] + 43.000 6.000 10.500 1.489 3 32.613 0.000573 1.489 + 43.000 6.000 10.500 1.489 3 32.613 0.000573 1.489 + 43.000 6.000 10.071 1.378 3 33.029 0.000573 1.378 + 43.000 6.000 10.071 1.378 3 33.029 0.000573 1.378 + 43.000 6.000 9.643 1.361 3 33.445 0.000573 1.361 + 43.000 6.000 9.643 1.361 3 33.445 0.000573 1.361 + 43.000 6.000 9.214 1.433 3 33.862 0.000573 1.433 + 43.000 6.000 9.214 1.433 3 33.862 0.000573 1.433 + 43.000 6.000 8.786 1.520 3 34.279 0.000573 1.520 + 43.000 6.000 8.786 1.520 3 34.279 0.000573 1.520 + 43.000 6.000 8.357 1.640 3 34.703 0.000573 1.640 + 43.000 6.000 8.357 1.640 3 34.703 0.000573 1.640 + 43.000 6.000 7.929 1.870 3 35.135 0.000573 1.870 + 43.000 6.000 7.929 1.870 3 35.135 0.000573 1.870 + 43.000 6.000 7.500 1.914 3 35.567 0.000573 1.914 + 43.000 6.000 7.500 1.914 3 35.567 0.000573 1.914 + 43.000 6.429 10.929 1.475 3 32.269 0.000573 1.475 + 43.000 6.429 10.929 1.475 5 32.269 0.000000 1.475 + 43.000 6.429 10.929 1.475 3 32.269 0.000573 1.475 + 43.000 6.429 10.500 1.365 3 32.682 0.000573 1.365 + 43.000 6.429 10.500 1.365 3 32.682 0.000573 1.365 + 43.000 6.429 10.071 1.342 3 33.096 0.000573 1.342 + 43.000 6.429 10.071 1.342 3 33.096 0.000573 1.342 + 43.000 6.429 9.643 1.406 3 33.510 0.000573 1.406 + 43.000 6.429 9.643 1.406 3 33.510 0.000573 1.406 + 43.000 6.429 9.214 1.491 3 33.924 0.000573 1.491 + 43.000 6.429 9.214 1.491 3 33.924 0.000573 1.491 + 43.000 6.429 8.786 1.608 3 34.339 0.000573 1.608 + 43.000 6.429 8.786 1.608 3 34.339 0.000573 1.608 + 43.000 6.429 8.357 1.835 3 34.766 0.000573 1.835 + 43.000 6.429 8.357 1.835 3 34.766 0.000573 1.835 + 43.000 6.429 7.929 1.877 3 35.201 0.000573 1.877 + 43.000 6.429 7.929 1.877 3 35.201 0.000573 1.877 + 43.000 6.857 11.357 1.469 1 31.942 0.000000 1.469 + 43.000 6.857 11.357 1.469 5 31.942 0.000000 1.469 + 43.000 6.857 11.357 1.469 1 31.942 0.000000 1.469 + 43.000 6.857 10.929 1.354 3 32.354 0.000573 1.354 + 43.000 6.857 10.929 1.354 3 32.354 0.000573 1.354 + 43.000 6.857 10.500 1.329 3 32.767 0.000573 1.329 + 43.000 6.857 10.500 1.329 3 32.767 0.000573 1.329 + 43.000 6.857 10.071 1.384 3 33.180 0.000573 1.384 + 43.000 6.857 10.071 1.384 3 33.180 0.000573 1.384 + 43.000 6.857 9.643 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