Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/StabilityCalculatorTests.cs =================================================================== diff -u -r393 -r453 --- dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/StabilityCalculatorTests.cs (.../StabilityCalculatorTests.cs) (revision 393) +++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/StabilityCalculatorTests.cs (.../StabilityCalculatorTests.cs) (revision 453) @@ -1,120 +1,118 @@ -using Deltares.DamMacroStability.Calculator; +using System; +using System.IO; +using System.Linq; +using Deltares.DamMacroStability.Calculator; using NUnit.Framework; namespace Deltares.DamMacroStability.CalculatorTests { [TestFixture] public class StabilityCalculatorTests { + private const string TestCalcFolder = @"..\..\Tests\Files\Calc"; + private const string TestFile1D = @"Test1D.sti"; + private const string TestFile2D = @"Test2D.sti"; + [Test] - public void TestTmpForBuildServer() + public void TestCalculateStabilitySafetyFactorGeometry1D() { - var calculator = new StabilityCalculator(); - Assert.IsFalse(calculator.TestValue); - calculator.Test(); - Assert.IsTrue(calculator.TestValue); + // Relative paths in ini file do not work yet in DGeoStability 16.2. This is fixed in 18.1. + var absoluteFolder = Path.GetFullPath(Path.Combine(Directory.GetCurrentDirectory(), TestCalcFolder)); + var inputFileName = Path.Combine(absoluteFolder, TestFile1D); + + TestHelper.DeleteOutputFiles(inputFileName); + var stabilityCalculator = new StabilityCalculator(); + stabilityCalculator.ProjectName = inputFileName; + stabilityCalculator.Calculate(); + var results = stabilityCalculator.GetResults(); + Assert.AreEqual(1, results.Count); + Assert.AreEqual(1.486, results[0].Zone1.SafetyFactor, 0.001); + TestHelper.AssertOutputFiles(inputFileName); } - private static StabilityCalculator SetupStabilityCalculator1D() + [Test] + public void TestCalculateStabilitySafetyFactorGeometry2D() { -// const double cTrafficLoad = 10.0; -// const double cMinimalCircleDepth = 1.0; -// const double cSafetyFactorStabilityInnerSlope = 1.1; - const string cmstabProgramPath = ".\\DGeoStability.exe"; + // Relative paths in ini file do not work yet in DGeoStability 16.2. This is fixed in 18.1. + var absoluteFolder = Path.GetFullPath(Path.Combine(Directory.GetCurrentDirectory(), TestCalcFolder)); + var inputFileName = Path.Combine(absoluteFolder, TestFile2D); -// ModelParametersForPLLines modelParametersForPLLines = new ModelParametersForPLLines(); -// MStabParameters mstabParameters = FactoryForStabilityTests.CreateMStabParameters(); -// DamFailureMechanismeCalculationSpecification damFailureMechanismeCalculationSpecification = -// new DamFailureMechanismeCalculationSpecification(); -// damFailureMechanismeCalculationSpecification.FailureMechanismSystemType = FailureMechanismSystemType.StabilityInside; -// damFailureMechanismeCalculationSpecification.FailureMechanismeParamatersMStab.MStabParameters = -// mstabParameters; -// damFailureMechanismeCalculationSpecification.FailureMechanismeParamatersMStab.MStabParameters.ZonesType = -// MStabZonesType.NoZones; -// StabilityCalculator stabilityCalculator = -// new StabilityCalculator(damFailureMechanismeCalculationSpecification.FailureMechanismeParamatersMStab, -// ProgramType.MStab, modelParametersForPLLines, -// cTrafficLoad, cMinimalCircleDepth, cSafetyFactorStabilityInnerSlope, -// cmstabProgramPath, cmstabProgramPath, null, null, null, null, ProbabilisticType.Deterministic); - StabilityCalculator stabilityCalculator = new StabilityCalculator(); - return stabilityCalculator; + TestHelper.DeleteOutputFiles(inputFileName); + var stabilityCalculator = new StabilityCalculator(); + stabilityCalculator.ProjectName = inputFileName; + stabilityCalculator.Calculate(); + var results = stabilityCalculator.GetResults(); + Assert.AreEqual(1, results.Count); + Assert.AreEqual(1.557, results[0].Zone1.SafetyFactor, 0.001); + TestHelper.AssertOutputFiles(inputFileName); } - private static StabilityCalculator SetupStabilityCalculator2D() + + [Test] + public void TestCalculateStabilitySafetyFactorForFolder() { -// const double cTrafficLoad = 10.0; -// const double cMinimalCircleDepth = 1.0; -// const double cSafetyFactorStabilityInnerSlope = 1.1; - const string cMStabProgramPath = ".\\DGeoStability.exe"; + // Relative paths in ini file do not work yet in DGeoStability 16.2. This is fixed in 18.1. + var absoluteFolder = Path.GetFullPath(Path.Combine(Directory.GetCurrentDirectory(), TestCalcFolder)); -// ModelParametersForPLLines modelParametersForPLLines = new ModelParametersForPLLines(); -// MStabParameters mstabParameters = FactoryForStabilityTests.CreateMStabParameters(); -// string soilDatabaseName = FactoryForStabilityTests.cSoilDatabaseName; -// soilDatabaseName = Path.GetFullPath(soilDatabaseName); -// mstabParameters.SoilDatabaseName = soilDatabaseName; -// DamFailureMechanismeCalculationSpecification damFailureMechanismeCalculationSpecification = -// new DamFailureMechanismeCalculationSpecification(); -// damFailureMechanismeCalculationSpecification.FailureMechanismSystemType = FailureMechanismSystemType.StabilityInside; -// damFailureMechanismeCalculationSpecification.FailureMechanismeParamatersMStab.MStabParameters = -// mstabParameters; -// damFailureMechanismeCalculationSpecification.FailureMechanismeParamatersMStab.MStabParameters.ZonesType = -// MStabZonesType.NoZones; -// var soilBaseDb = SoilbaseDB.Create(soilDatabaseName); -// StabilityCalculator stabilityCalculator = -// new StabilityCalculator(damFailureMechanismeCalculationSpecification.FailureMechanismeParamatersMStab, -// ProgramType.MStab, modelParametersForPLLines, -// cTrafficLoad, cMinimalCircleDepth, cSafetyFactorStabilityInnerSlope, -// cMStabProgramPath, cMStabProgramPath, null, null, soilBaseDb, soilBaseDb.CreateSoilList(), -// ProbabilisticType.Deterministic); - StabilityCalculator stabilityCalculator = new StabilityCalculator(); - return stabilityCalculator; - } + var fileName1 = Path.Combine(absoluteFolder, TestFile1D); + TestHelper.DeleteOutputFiles(fileName1); + var fileName2 = Path.Combine(absoluteFolder, TestFile2D); + TestHelper.DeleteOutputFiles(fileName2); -// [Test] -// public void CanCalculateStabilitySafetyFactorGeometry1D() -// { -//// using (var line = FactoryForSurfaceLineTests.CreateSurfaceLineTutorial1()) -//// using (var location = new Location()) -// { -//// Scenario scenario = FactoryForStabilityTests.CreateScenarioForLocation(location, line); -//// SoilProfile1D soilProfile = FactoryForStabilityTests.CreateSoilProfile(); -// -// const double cToleranceSafetyFactor = 0.001; -// using (var stabilityCalculator = SetupStabilityCalculator1D()) -// { -//// stabilityCalculator.Calculate(scenario, soilProfile, null, 0); -//// Assert.AreEqual(1.486, scenario.GetMStabResults(soilProfile, "").Value.zone1.safetyFactor, -//// cToleranceSafetyFactor); -// stabilityCalculator.Calculate(); -//// Assert.AreEqual(1.486, scenario.GetMStabResults(soilProfile, "").Value.zone1.safetyFactor, -//// cToleranceSafetyFactor); -// } -// } -// } + var stabilityCalculator = new StabilityCalculator(); + stabilityCalculator.ProjectName = absoluteFolder; + stabilityCalculator.Calculate(); + var results = stabilityCalculator.GetResults(); -// [Test] -// public void CanCalculateStabilitySafetyFactorGeometry2D() -// { -// // setup -// const double cToleranceSafetyFactor = 0.001; -//// using (var line = FactoryForSurfaceLineTests.CreateSurfaceLineTutorial1()) -//// using (var location = new Location()) -// { -//// Scenario scenario = FactoryForStabilityTests.CreateScenarioForLocation(location, line); -//// var soilGeometry2DName = SoilGeometry2DName(); -// using (StabilityCalculator stabilityCalculator = SetupStabilityCalculator2D()) -// { -//// // call -//// stabilityCalculator.Calculate(scenario, null, soilGeometry2DName, 0); -//// // assert -//// // The expected value is read from the dumpfile itself -//// Assert.AreEqual(1.5570, -//// scenario.GetMStabResults(null, Path.GetFileName(soilGeometry2DName)).Value.zone1.safetyFactor, -//// cToleranceSafetyFactor); -// } -// } -// } + Assert.AreEqual(2, results.Count); + Assert.AreEqual(1.486, results.First(r => r.CalculationName == "Test1D").Zone1.SafetyFactor, 0.001); + Assert.AreEqual(1.557, results.First(r => r.CalculationName == "Test2D").Zone1.SafetyFactor, 0.001); + TestHelper.AssertOutputFiles(fileName1); + TestHelper.AssertOutputFiles(fileName2); + } + [Test] + [SetUICulture("nl-NL")] + public void TestRunWithDifferentExePath() + { + // Relative paths in ini file do not work yet in DGeoStability 16.2. This is fixed in 18.1. + var absoluteFolder = Path.GetFullPath(Path.Combine(Directory.GetCurrentDirectory(), TestCalcFolder)); + var inputFileName = Path.Combine(absoluteFolder, TestFile1D); + + var stabilityCalculator = new StabilityCalculator(); + stabilityCalculator.ProjectName = inputFileName; + stabilityCalculator.DGeoStabilityExePath = @".\DGeoStabilityNew.exe"; + try + { + stabilityCalculator.Calculate(); + } + catch (Exception e) + { + Assert.IsTrue(e.Message.Contains(string.Format( + "Er is een fout opgetreden tijdens de berekening van de stabiliteitsfactor voor '{0}'", inputFileName))); + Assert.IsTrue(e.InnerException.Message.Contains("Executable voor stabiliteitsberekening niet gevonden op '.\\DGeoStabilityNew.exe'")); + } + } + + [Test] + [SetUICulture("nl-NL")] + public void TestThrowIfSomethingGoesWrongDuringCalculation() + { + const string inputFileName = "NonExistingProject.sti"; + try + { + var stabilityCalculator = new StabilityCalculator(); + stabilityCalculator.ProjectName = inputFileName; + stabilityCalculator.Calculate(); + } + catch (Exception e) + { + Assert.IsTrue(e.Message.Contains(string.Format( + "Er is een fout opgetreden tijdens de berekening van de stabiliteitsfactor voor '{0}'", inputFileName))); + Assert.IsTrue(e.InnerException.Message.Contains("Project 'NonExistingProject.sti' niet gevonden")); + } + } + } } Index: dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/Deltares.DamMacroStability.Calculator.csproj =================================================================== diff -u -r423 -r453 --- dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/Deltares.DamMacroStability.Calculator.csproj (.../Deltares.DamMacroStability.Calculator.csproj) (revision 423) +++ dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/Deltares.DamMacroStability.Calculator.csproj (.../Deltares.DamMacroStability.Calculator.csproj) (revision 453) @@ -55,6 +55,7 @@ + Index: dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/Properties/Resources.nl-NL.resx =================================================================== diff -u -r442 -r453 --- dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/Properties/Resources.nl-NL.resx (.../Resources.nl-NL.resx) (revision 442) +++ dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/Properties/Resources.nl-NL.resx (.../Resources.nl-NL.resx) (revision 453) @@ -129,6 +129,12 @@ Kan geen veiligheidsfactor afleiden + + Map '{0}' bestaat niet + + + Geen resultaten gevonden in '{0}' + Project filenaam '{0}' is niet geldig @@ -162,4 +168,7 @@ Stabiliteitsbestand bevat geen identifier + + Er is een fout opgetreden tijdens de berekening van de stabiliteitsfactor voor '{0}' + \ No newline at end of file Index: dam classic/trunk/src/Dam/Data/Deltares.Dam.Data.csproj =================================================================== diff -u -r437 -r453 --- dam classic/trunk/src/Dam/Data/Deltares.Dam.Data.csproj (.../Deltares.Dam.Data.csproj) (revision 437) +++ dam classic/trunk/src/Dam/Data/Deltares.Dam.Data.csproj (.../Deltares.Dam.Data.csproj) (revision 453) @@ -441,7 +441,6 @@ SoilProfileDataSet.xsd - Component SoilProfileDataSet.cs Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/Calc/Test1D.sti =================================================================== diff -u --- dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/Calc/Test1D.sti (revision 0) +++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/Calc/Test1D.sti (revision 453) @@ -0,0 +1,785 @@ +Input file for DGSMstabDAM : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 11-09-2017 +TIME : 16:52:01 +FILENAME : D:\src\dam\dam classic\trunk\src\bin\Debug\DamCalculation\Stability\Loc(LocationName)_Sce(ScenarioID)_Pro(SoilProfileName)_Ite(0).sti +CREATED BY : DGeoStability version 15.1.2.4 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1004 +[END OF VERSION] + +[SOIL COLLECTION] + 3 = number of items +[SOIL] +DKN3 +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.24 +SoilGamWet=16.24 +SoilRestSlope=0 +SoilCohesion=1.30 +SoilPhi=32.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=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=0.00 +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=0.00 +SoilVertFluctScaleCoh=0.00 +SoilNumberOfTestsCoh=0 +SoilVarianceRatioCoh=0.00 +SoilHorFluctScalePhi=0.00 +SoilVertFluctScalePhi=0.00 +SoilNumberOfTestsPhi=0 +SoilVarianceRatioPhi=0.00 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=1 +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=0.00 +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=0.00 +SoilVertFluctScaleCoh=0.00 +SoilNumberOfTestsCoh=0 +SoilVarianceRatioCoh=0.00 +SoilHorFluctScalePhi=0.00 +SoilVertFluctScalePhi=0.00 +SoilNumberOfTestsPhi=0 +SoilVarianceRatioPhi=0.00 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +OB1 +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.80 +SoilGamWet=15.80 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=24.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=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=0.00 +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=0.00 +SoilVertFluctScaleCoh=0.00 +SoilNumberOfTestsCoh=0 +SoilVarianceRatioCoh=0.00 +SoilHorFluctScalePhi=0.00 +SoilVertFluctScalePhi=0.00 +SoilNumberOfTestsPhi=0 +SoilVarianceRatioPhi=0.00 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 34 - Number of geometry points - + 1 0.000 0.000 0.000 + 2 10.000 0.000 0.000 + 3 34.500 5.000 0.000 + 4 40.500 5.000 0.000 + 5 50.500 0.000 0.000 + 6 58.500 0.000 0.000 + 7 59.500 -2.000 0.000 + 8 61.500 -2.000 0.000 + 9 61.500 0.000 0.000 + 10 75.000 0.000 0.000 + 11 0.000 -10.000 0.000 + 12 75.000 -10.000 0.000 + 13 0.000 -1.500 0.000 + 14 75.000 -1.500 0.000 + 15 0.000 -5.000 0.000 + 16 75.000 -5.000 0.000 + 17 14.900 1.000 0.000 + 18 48.500 1.000 0.000 + 19 59.250 -1.500 0.000 + 20 61.500 -1.500 0.000 + 21 34.500 0.000 0.000 + 22 40.500 0.000 0.000 + 23 0.000 0.000 0.000 + 24 10.000 0.000 0.000 + 25 50.500 0.000 0.000 + 26 58.500 0.000 0.000 + 27 61.500 0.000 0.000 + 28 75.000 0.000 0.000 + 29 0.000 -10.000 0.000 + 30 75.000 -10.000 0.000 + 31 0.000 0.000 0.000 + 32 75.000 0.000 0.000 + 33 0.000 0.000 0.000 + 34 75.000 0.000 0.000 +[END OF POINTS] + +[CURVES] + 28 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 19 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 14 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 17 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 3 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 18 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 5 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 19 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 7 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 20 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 9 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 21 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 25 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 +[END OF CURVES] + +[BOUNDARIES] + 6 - 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 + 5 + 2 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 3 14 15 16 4 + 3 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 3 14 15 16 17 18 + 4 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 6 7 2 11 12 13 14 15 16 17 + 18 + 5 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 6 7 8 9 10 11 12 13 14 15 + 16 17 18 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 6 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 6 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 6 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 4 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 23 19 20 21 24 22 25 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 26 + 3 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 27 + 4 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 28 +[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] + 5 - Number of layers - + 1 - Layer number, next line is material of layer + zand + 3 - Piezometric level line at top of layer + 3 - 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 + DKN3 + 99 - Piezometric level line at top of layer + 99 - 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 + zand + 4 - Piezometric level line at top of layer + 4 - 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 + zand + 4 - Piezometric level line at top of layer + 4 - 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 + DKN3 + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 5 Number of layers + 5 100 + 4 100 100 + 3 100 100 100 + 2 100 100 100 100 + 1 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 +[CIRCLES] + 40.500 60.500 10 X-direction + 1.000 31.000 10 Y-direction + 0.900 -6.000 2 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] + 1.00 [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] + -1 +[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 + 5 - Number of layers + 3 3 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 4 4 = Pl-top and pl-bottom + 4 4 = Pl-top and pl-bottom + 1 99 = 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 +[WATER PRESSURE ON HORIZONTAL BAR] + 0 Use water pressure on horizontal bar +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=1 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = Width top rest profile [m] + 0.00 = X co-ordinate indicating start of zone [m] + 74.99 = Boundary of M.H.W influence at X [m] + 4.99 = Boundary of M.H.W influence at Y [m] + 0.00 = Required safety in zone 1a + 0.00 = Required safety in zone 1b + 0.00 = Required safety in zone 2a + 0.00 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/DGeoStabilityExeRunnerTests.cs =================================================================== diff -u -r433 -r453 --- dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/DGeoStabilityExeRunnerTests.cs (.../DGeoStabilityExeRunnerTests.cs) (revision 433) +++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/DGeoStabilityExeRunnerTests.cs (.../DGeoStabilityExeRunnerTests.cs) (revision 453) @@ -24,14 +24,14 @@ [Test] public void TestCreateDGeoStabilityIniFileForSingleInputFile() { - string inputfileName = Path.Combine(RunFolder, NormalTestFile); - string inifileName = runner.CreateDGeoStabilityIniFile(inputfileName); + var inputfileName = Path.Combine(RunFolder, NormalTestFile); + var inifileName = runner.CreateDGeoStabilityIniFile(inputfileName); Assert.IsTrue(File.Exists(inifileName)); - string expectedFile = Path.Combine(TestFolder, "ExpectedIniFileForSingleInputFile.txt"); - string[] expectedLines = File.ReadAllLines(expectedFile); - string[] resultLines = File.ReadAllLines(inifileName); - for (int i = 0; i < expectedLines.Length; i++) + var expectedFile = Path.Combine(TestFolder, "ExpectedIniFileForSingleInputFile.txt"); + var expectedLines = File.ReadAllLines(expectedFile); + var resultLines = File.ReadAllLines(inifileName); + for (var i = 0; i < expectedLines.Length; i++) { Assert.AreEqual(expectedLines[i], resultLines[i]); } @@ -40,13 +40,13 @@ [Test] public void TestCreateDGeoStabilityIniFileForFolder() { - string inifileName = runner.CreateDGeoStabilityIniFile(RunFolder); + var inifileName = runner.CreateDGeoStabilityIniFile(RunFolder); Assert.IsTrue(File.Exists(inifileName)); - string expectedFile = Path.Combine(TestFolder, "ExpectedIniFileForFolder.txt"); - string[] expectedLines = File.ReadAllLines(expectedFile); - string[] resultLines = File.ReadAllLines(inifileName); - for (int i = 0; i < expectedLines.Length; i++) + var expectedFile = Path.Combine(TestFolder, "ExpectedIniFileForFolder.txt"); + var expectedLines = File.ReadAllLines(expectedFile); + var resultLines = File.ReadAllLines(inifileName); + for (var i = 0; i < expectedLines.Length; i++) { Assert.AreEqual(expectedLines[i], resultLines[i]); } @@ -70,66 +70,44 @@ } Assert.IsTrue(File.Exists(inifileName)); - string expectedFile = Path.Combine(TestFolder, "ExpectedIniFileWithExtraOptions.txt"); - string[] expectedLines = File.ReadAllLines(expectedFile); - string[] resultLines = File.ReadAllLines(inifileName); + var expectedFile = Path.Combine(TestFolder, "ExpectedIniFileWithExtraOptions.txt"); + var expectedLines = File.ReadAllLines(expectedFile); + var resultLines = File.ReadAllLines(inifileName); for (int i = 0; i < expectedLines.Length; i++) { Assert.AreEqual(expectedLines[i], resultLines[i]); } } - public void DeleteOutputFiles(string fileName) - { - string fileNameWithoutExtension = Path.Combine(Path.GetDirectoryName(fileName), Path.GetFileNameWithoutExtension(fileName)); - string dumpFile = fileNameWithoutExtension + ".std"; - string wmfFile = fileNameWithoutExtension + ".wmf"; - string jpgFile = fileNameWithoutExtension + ".jpg"; - if (File.Exists(dumpFile)) File.Delete(dumpFile); - if (File.Exists(wmfFile)) File.Delete(wmfFile); - if (File.Exists(jpgFile)) File.Delete(jpgFile); - } - - public void AssertOutputFiles(string fileName) - { - string fileNameWithoutExtension = Path.Combine(Path.GetDirectoryName(fileName), Path.GetFileNameWithoutExtension(fileName)); - string dumpFile = fileNameWithoutExtension + ".std"; - string wmfFile = fileNameWithoutExtension + ".wmf"; - string jpgFile = fileNameWithoutExtension + ".jpg"; - Assert.IsTrue(File.Exists(dumpFile)); - Assert.IsTrue(File.Exists(wmfFile)); - Assert.IsTrue(File.Exists(jpgFile)); - } - [Test] public void TestRunDGeoStabilityWithIniFileForSingleInputFile() { - string expectedFileName = Path.Combine(RunFolder, NormalTestFile); - DeleteOutputFiles(expectedFileName); + var expectedFileName = Path.Combine(RunFolder, NormalTestFile); + TestHelper.DeleteOutputFiles(expectedFileName); // Relative paths in ini file do not work yet in DGeoStability 16.2. This is fixed in 18.1. - string absoluteFolder = Path.GetFullPath(Path.Combine(Directory.GetCurrentDirectory(), RunFolder)); - string inputfileName = Path.Combine(absoluteFolder, NormalTestFile); + var absoluteFolder = Path.GetFullPath(Path.Combine(Directory.GetCurrentDirectory(), RunFolder)); + var inputfileName = Path.Combine(absoluteFolder, NormalTestFile); runner.RunDGeoStabilityProject(inputfileName); - AssertOutputFiles(expectedFileName); + TestHelper.AssertOutputFiles(expectedFileName); } [Test] public void TestRunDGeoStabilityIniFileForFolder() { - string expectedFileName1 = Path.Combine(RunFolder, NormalTestFile); - DeleteOutputFiles(expectedFileName1); + var expectedFileName1 = Path.Combine(RunFolder, NormalTestFile); + TestHelper.DeleteOutputFiles(expectedFileName1); - string expectedFileName2 = Path.Combine(RunFolder, NormalTestFile2); - DeleteOutputFiles(expectedFileName2); + var expectedFileName2 = Path.Combine(RunFolder, NormalTestFile2); + TestHelper.DeleteOutputFiles(expectedFileName2); // Relative paths in ini file do not work yet in DGeoStability 16.2. This is fixed in 18.1. - string absoluteFolder = Path.GetFullPath(Path.Combine(Directory.GetCurrentDirectory(), RunFolder)); + var absoluteFolder = Path.GetFullPath(Path.Combine(Directory.GetCurrentDirectory(), RunFolder)); runner.RunDGeoStabilityProject(absoluteFolder); - AssertOutputFiles(expectedFileName1); - AssertOutputFiles(expectedFileName2); + TestHelper.AssertOutputFiles(expectedFileName1); + TestHelper.AssertOutputFiles(expectedFileName2); } #region Exceptions Index: dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/Properties/Resources.Designer.cs =================================================================== diff -u -r449 -r453 --- dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/Properties/Resources.Designer.cs (.../Resources.Designer.cs) (revision 449) +++ dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/Properties/Resources.Designer.cs (.../Resources.Designer.cs) (revision 453) @@ -97,6 +97,24 @@ } /// + /// Looks up a localized string similar to Directory '{0}' does not exist. + /// + internal static string DGeoStabilityResultReader_ExtractStabilityResults_DirectoryDoesNotExist { + get { + return ResourceManager.GetString("DGeoStabilityResultReader_ExtractStabilityResults_DirectoryDoesNotExist", resourceCulture); + } + } + + /// + /// Looks up a localized string similar to No results found in '{0}'. + /// + internal static string DGeoStabilityResultReader_ExtractStabilityResults_NoResultsFound { + get { + return ResourceManager.GetString("DGeoStabilityResultReader_ExtractStabilityResults_NoResultsFound", resourceCulture); + } + } + + /// /// Looks up a localized string similar to Project filename '{0}' is not valid. /// internal static string DGeoStabilityResultReader_ExtractStabilityResults_ProjectFileNameNullOrEmpty { @@ -197,5 +215,14 @@ "dentifier", resourceCulture); } } + + /// + /// Looks up a localized string similar to Error calculating stability factor for '{0}'. + /// + internal static string StabilityCalculator_Calculate_ErrorCalculatingStabilityFactorForProject { + get { + return ResourceManager.GetString("StabilityCalculator_Calculate_ErrorCalculatingStabilityFactorForProject", resourceCulture); + } + } } } Index: dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/StabilityCalculatorException.cs =================================================================== diff -u --- dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/StabilityCalculatorException.cs (revision 0) +++ dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/StabilityCalculatorException.cs (revision 453) @@ -0,0 +1,39 @@ +using System; + +namespace Deltares.DamMacroStability.Calculator +{ + /// + /// Exception class for stability calculation + /// + /// + public class StabilityCalculatorException : Exception + { + /// + /// Initializes a new instance of the class. + /// + public StabilityCalculatorException() : this("There was an error") { } + + /// + /// Initializes a new instance of the class. + /// + /// The message that describes the error. + public StabilityCalculatorException(string message) : base(message) { } + + /// + /// Initializes a new instance of the class. + /// + /// The message. + /// The inner. + public StabilityCalculatorException(string message, Exception inner) : base(message, inner) { } + + /// + /// Initializes a new instance of the class. + /// + /// The that holds the serialized object data about the exception being thrown. + /// The that contains contextual information about the source or destination. + protected StabilityCalculatorException( + System.Runtime.Serialization.SerializationInfo info, + System.Runtime.Serialization.StreamingContext context) + : base(info, context) { } + } +} Index: dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/StabilityCalculator.cs =================================================================== diff -u -r393 -r453 --- dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/StabilityCalculator.cs (.../StabilityCalculator.cs) (revision 393) +++ dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/StabilityCalculator.cs (.../StabilityCalculator.cs) (revision 453) @@ -1,78 +1,74 @@ using System; using System.Collections.Generic; -using System.Diagnostics; -using System.IO; -using System.Linq; -using System.Reflection; -using System.Text; -using System.Threading; -using System.Threading.Tasks; +using Deltares.DamMacroStability.Calculator.Properties; namespace Deltares.DamMacroStability.Calculator { - public class StabilityCalculator : IDisposable + public class StabilityCalculator { - public bool TestValue=false; - public void Test() + private List results= new List(); + + /// + /// The name of the project. + /// + public string ProjectName { get; set; } + + /// + /// The stability executable path. + /// Leave it empty to use the default path + /// + public string DGeoStabilityExePath { get; set; } + + /// + /// Initializes a new instance of the class. + /// + public StabilityCalculator() { - TestValue = true; + DGeoStabilityExePath = ""; } - const string StabilityDirectory = @".\StabilityCalculation"; - const string FilenameExtension = ".sti"; - + /// + /// Runs the stability calculation for a file of folder + /// and reads the results from the outputfile(s) + /// + /// public void Calculate() { - // string soilGeometryName; - // if (!string.IsNullOrEmpty(soilGeometry2DName)) - // { - // soilGeometryName = Path.GetFileName(soilGeometry2DName); - // } - // else - // { - // soilGeometryName = soilProfile.Name; - // } - // - // string calculationName = DetermineCalculationFilename(scenario.Location.Name, scenario.LocationScenarioID, - // soilGeometryName, iterationIndex); try { - // - // MStabResults mStabResults = new MStabResults(); - // mStabResults.Init(); + results = new List(); - string calculationName = "test1"; - string fileName = calculationName + FilenameExtension; - string stabilityProjectFilename = Path.Combine(StabilityDirectory, fileName); - - // prepare input file for DGeoStability - // run DGeoStability DGeoStabilityExeRunner exeRunner = new DGeoStabilityExeRunner(); - exeRunner.RunDGeoStabilityProject(stabilityProjectFilename); + if (DGeoStabilityExePath == "") + { + DGeoStabilityExePath = exeRunner.DGeoStabilityExePath; + } + else + { + exeRunner.DGeoStabilityExePath = DGeoStabilityExePath; + } + exeRunner.RunDGeoStabilityProject(ProjectName); // read result from DGeoStability run - - // mStabResults = stabilityServiceAgent.ExtractStabilityResults(stabilityProjectFilename); - // mStabResults = SetMStabAdministrationResults(mStabResults, iterationIndex, calculationName); - // DetermineMStabResultsEntryPoint(ref mStabResults, - // failureMechanismeParamatersMStab.MStabParameters.GridPosition); - // DetermineMStabResultsExitPoint(ref mStabResults, - // failureMechanismeParamatersMStab.MStabParameters.GridPosition); - // scenario.SetMStabResults(soilProfile, Path.GetFileName(soilGeometry2DName), mStabResults); + results = DGeoStabilityResultReader.ExtractStabilityResults(ProjectName); } catch (Exception e) { -// throw new DamFailureMechanismeCalculatorException( -// String.Format("Error calculating stability factor for '{0}'", calculationName), e); + throw new StabilityCalculatorException( + string.Format(Resources.StabilityCalculator_Calculate_ErrorCalculatingStabilityFactorForProject, ProjectName), e); } } - - public void Dispose() + /// + /// Gets the results. + /// + /// A list of results from the DGeoStability calculation(s) + public List GetResults() { - throw new NotImplementedException(); + return results; } + } } Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ReadFolder/TestUpliftVan.std =================================================================== diff -u --- dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ReadFolder/TestUpliftVan.std (revision 0) +++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ReadFolder/TestUpliftVan.std (revision 453) @@ -0,0 +1,1406 @@ +Dump file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 11-09-2017 +TIME : 18:35:16 +FILENAME : D:\src\dam\dam failuremechanisms\damMacroStability\trunk\src\Tests\Files\ReadFolder\Test2.std +CREATED BY : D-Geo Stability version 17.1.1.1 +========================== BEGINNING OF DATA ========================== +[Input Data] +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1000 +D-Geo Stability=1007 +[END OF VERSION] + +[SOIL COLLECTION] + 3 = number of items +[SOIL] +zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +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=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=0 +SoilStdCohesion=0.00 +SoilStdPhi=3.57 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +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=1.00 +SoilDistPOP=3 +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 +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=18.00 +SoilDilatancy=18.00 +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=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=0 +SoilStdCohesion=1.00 +SoilStdPhi=2.67 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=2.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +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=1.00 +SoilDistPOP=3 +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] +nw dijks +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.50 +SoilGamWet=16.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=22.50 +SoilDilatancy=22.50 +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=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=0 +SoilStdCohesion=0.00 +SoilStdPhi=4.00 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +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=1.00 +SoilDistPOP=3 +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] + 33 - Number of geometry points - + 1 -150.000 8.700 0.000 + 2 -88.668 8.700 0.000 + 3 -30.272 9.500 0.000 + 4 -25.000 10.450 0.000 + 5 -14.000 12.000 0.000 + 6 2.000 17.300 0.000 + 7 8.500 17.300 0.000 + 8 19.500 12.300 0.000 + 9 29.000 11.500 0.000 + 10 33.800 11.300 0.000 + 11 37.000 9.700 0.000 + 12 40.000 9.700 0.000 + 13 42.600 11.000 0.000 + 14 53.258 10.750 0.000 + 15 70.000 10.750 0.000 + 16 -14.187 10.000 0.000 + 17 4.000 11.000 0.000 + 18 8.500 11.000 0.000 + 19 -150.000 5.900 0.000 + 20 70.000 5.900 0.000 + 21 -150.000 -10.000 0.000 + 22 70.000 -10.000 0.000 + 23 -150.000 6.500 0.000 + 24 -14.000 6.500 0.000 + 25 2.000 14.000 0.000 + 26 10.500 14.000 0.000 + 27 19.500 11.300 0.000 + 28 34.000 10.000 0.000 + 29 70.000 10.000 0.000 + 30 -30.293 6.500 0.000 + 31 20.000 7.600 0.000 + 32 37.000 8.300 0.000 + 33 70.000 8.300 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 + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 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 + 18 8 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 30 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 +[END OF CURVES] + +[BOUNDARIES] + 4 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 20 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 19 + 2 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 1 2 15 16 17 18 8 9 10 11 + 12 13 14 + 3 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 +[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] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 21 22 23 24 25 26 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 27 28 29 30 +[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 + zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 99 - 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 + nw dijks + 1 - Piezometric level line at top of layer + 99 - 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] +dijkvak Ophemert, Hm 63 - 64 +profiel aan de norm + +[MODEL] + 4 : Uplift Van + 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 +[FORBIDDEN LINES] + 1 - Forbidden lines + 1 + 8.50 17.30 - X1 Y1 + 19.50 12.30 - X2 Y2 +[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 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 +[degree earth quake] + 100 100 100 +[CIRCLES] + 21.556 32.691 11 X-direction + 15.092 28.850 11 Y-direction + 11.064 5.064 7 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.00 = magnitude + 6.00 8.50 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 5.00 [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 SU] + 16.000 Excavation gamma above freatic level + 18.000 Excavation gamma below freatic level + 15 number of points + -150.000 8.700 x y + -88.668 8.700 x y + -30.272 9.500 x y + -25.000 10.450 x y + -14.000 12.000 x y + 2.000 17.300 x y + 8.500 17.300 x y + 19.500 12.300 x y + 29.000 11.500 x y + 33.800 11.300 x y + 37.000 9.700 x y + 40.000 9.700 x y + 42.600 11.000 x y + 53.258 10.750 x y + 70.000 10.750 x y +[END OF REFERENCE LEVEL SU] + +[LIFT SLIP DATA] + 10.000 40.000 5 X-direction Left + 15.000 25.000 5 Y-direction Left + 40.000 60.000 5 X-direction Right + 10.000 15.000 5 Y-direction Right + 5.000 9.000 5 Y-direction tangent lines + 0 Automatic grid calculation (1) +[MULTIPLE LIFT TANGENTS] + 5 Number of tangentlines + 5.000 + 6.000 + 7.000 + 8.000 + 9.000 +[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 + 3 3 = Pl-top and pl-bottom + 2 3 = Pl-top and pl-bottom + 99 2 = 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] + 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 +[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=30 +GenerationCount=60 +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 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 +IsAdditionalPorePressure=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] + +[ZONE RESULTS] +[Column Indication] +X-Centrepoint +Y-Centrepoint +Radius +Stability factor +[End of Column Indication] +[Data] + 10.000 17.500 12.500 4.635 + 10.000 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0.000 11.350 -0.000 -0.000 15.118 0.000 0.000 1 + 2.000 18.000 18.000 0.000 0.000 0.000 11.289 -0.000 -0.000 10.650 0.000 0.000 1 + 2.000 18.000 18.000 0.000 0.000 0.000 11.266 -0.000 -0.000 10.247 0.000 0.000 1 + 2.000 18.000 18.000 0.000 0.000 0.000 11.240 -0.000 -0.000 12.732 0.000 0.000 1 + 2.000 18.000 18.000 0.000 0.000 0.000 11.211 -0.000 -0.000 11.867 0.000 0.000 1 + 2.000 18.000 18.000 0.000 0.000 0.000 11.182 -0.000 -0.000 10.893 0.000 0.000 1 + 2.000 18.000 18.000 0.000 0.000 0.000 11.152 -0.000 -0.000 9.800 0.000 0.000 1 + 2.000 18.000 18.000 0.000 0.000 0.000 11.123 -0.000 -0.000 8.574 0.000 0.000 1 + 2.000 18.000 18.000 0.000 0.000 0.000 11.094 -0.000 -0.000 7.197 0.000 0.000 1 + 2.000 18.000 18.000 0.000 0.000 0.000 11.064 -0.000 -0.000 5.643 0.000 0.000 1 + 2.000 18.000 18.000 0.000 0.000 0.000 11.038 -0.000 -0.000 3.156 0.000 0.000 1 + 2.000 18.000 18.000 0.000 0.000 0.000 11.016 -0.000 -0.000 1.997 0.000 0.000 1 + 2.000 18.000 18.000 0.000 0.000 0.000 10.993 -0.000 -0.000 0.693 0.000 0.000 1 +[End of Data] +[End of Strength and Loads] +[Stresses] +[Column Indication] +TotalStress +EffectiveStress +HydrostaticPore +AanpasPore +PnLinePore +ShearStress +NormalStress +LoadStress +NormalStress +WaterLoadStress +TotalPore +[End of Column Indication] +[Data] + 2.232 2.232 0.000 0.000 0.000 0.376 1.169 0.000 1.169 0.000 0.000 + 24.047 24.047 0.000 0.000 0.000 4.324 13.435 13.000 13.435 0.000 0.000 + 36.149 36.149 0.000 0.000 0.000 6.999 21.749 13.000 21.749 0.000 0.000 + 46.463 46.463 0.000 0.000 0.000 9.492 29.494 13.000 29.494 0.000 0.000 + 55.518 55.518 0.000 0.000 0.000 11.825 36.744 13.000 36.744 0.000 0.000 + 63.613 63.613 0.000 0.000 0.000 14.019 43.562 13.000 43.562 0.000 0.000 + 70.593 70.263 1.869 0.000 0.331 15.915 49.453 13.000 49.453 0.000 0.331 + 76.643 75.672 5.465 0.000 0.971 17.533 54.479 13.000 54.479 0.000 0.971 + 82.248 80.678 8.798 0.000 1.570 19.073 59.266 13.000 59.266 0.000 1.570 + 73.523 71.361 12.065 0.000 2.163 17.198 53.438 0.000 53.438 0.000 2.163 + 76.475 73.724 15.271 0.000 2.751 18.097 56.232 0.000 56.232 0.000 2.751 + 79.041 75.738 18.247 0.000 3.303 18.906 58.747 0.000 58.747 0.000 3.303 + 81.259 77.436 21.016 0.000 3.823 19.632 61.004 0.000 61.004 0.000 3.823 + 83.160 78.847 23.597 0.000 4.313 20.281 63.018 0.000 63.018 0.000 4.313 + 84.770 79.994 26.005 0.000 4.776 20.856 64.805 0.000 64.805 0.000 4.776 + 85.563 80.529 27.332 0.000 5.033 18.597 67.513 0.000 67.513 0.000 5.033 + 85.953 80.732 28.101 0.000 5.221 18.751 68.123 0.000 68.123 0.000 5.221 + 86.509 80.983 29.234 0.000 5.526 18.993 69.080 0.000 69.080 0.000 5.526 + 86.852 81.039 30.223 0.000 5.813 19.185 69.842 0.000 69.842 0.000 5.813 + 86.995 80.912 31.077 0.000 6.083 19.331 70.419 0.000 70.419 0.000 6.083 + 86.946 80.611 31.801 0.000 6.335 19.431 70.817 0.000 70.817 0.000 6.335 + 86.716 80.145 32.402 0.000 6.571 19.489 71.045 0.000 71.045 0.000 6.571 + 86.312 79.523 32.886 0.000 6.789 19.505 71.108 0.000 71.108 0.000 6.789 + 85.741 78.750 33.257 0.000 6.991 19.481 71.012 0.000 71.012 0.000 6.991 + 85.008 77.833 33.518 0.000 7.176 19.417 70.762 0.000 70.762 0.000 7.176 + 84.120 76.777 33.674 0.000 7.343 19.316 70.362 0.000 70.362 0.000 7.343 + 83.080 75.588 33.728 0.000 7.492 19.179 69.815 0.000 69.815 0.000 7.492 + 81.893 74.269 33.682 0.000 7.624 19.005 69.126 0.000 69.126 0.000 7.624 + 80.562 72.826 33.538 0.000 7.736 18.795 68.297 0.000 68.297 0.000 7.736 + 79.091 71.261 33.300 0.000 7.829 18.551 67.331 0.000 67.331 0.000 7.829 + 77.481 69.578 32.968 0.000 7.902 18.273 66.229 0.000 66.229 0.000 7.902 + 75.735 67.781 32.544 0.000 7.955 17.961 64.994 0.000 64.994 0.000 7.955 + 73.856 65.871 32.029 0.000 7.985 17.616 63.627 0.000 63.627 0.000 7.985 + 71.844 63.852 31.425 0.000 7.992 17.239 62.130 0.000 62.130 0.000 7.992 + 69.700 61.726 30.732 0.000 7.975 16.828 60.504 0.000 60.504 0.000 7.975 + 67.426 59.495 29.951 0.000 7.932 16.385 58.750 0.000 58.750 0.000 7.932 + 64.790 56.937 28.994 0.000 7.853 15.863 56.683 0.000 56.683 0.000 7.853 + 61.972 54.236 27.917 0.000 7.737 15.343 54.622 0.000 54.622 0.000 7.737 + 59.150 51.570 26.771 0.000 7.580 14.857 52.695 0.000 52.695 0.000 7.580 + 56.082 48.716 25.459 0.000 7.366 14.310 50.531 0.000 50.531 0.000 7.366 + 52.764 45.673 23.978 0.000 7.091 13.703 48.125 0.000 48.125 0.000 7.091 + 49.191 42.440 22.324 0.000 6.750 13.033 45.471 0.000 45.471 0.000 6.750 + 45.354 39.016 20.492 0.000 6.337 12.298 42.559 0.000 42.559 0.000 6.337 + 42.602 36.635 19.005 0.000 5.967 11.812 40.636 0.000 40.636 0.000 5.967 + 40.986 35.325 17.899 0.000 5.661 11.596 39.779 0.000 39.779 0.000 5.661 + 38.895 33.632 16.469 0.000 5.263 11.297 38.595 0.000 38.595 0.000 5.263 + 36.251 31.502 14.663 0.000 4.749 10.899 37.020 0.000 37.020 0.000 4.749 + 33.276 29.129 12.632 0.000 4.146 10.432 35.170 0.000 35.170 0.000 4.146 + 29.937 26.492 10.356 0.000 3.445 9.888 33.013 0.000 33.013 0.000 3.445 + 26.192 23.561 7.805 0.000 2.631 9.254 30.502 0.000 30.502 0.000 2.631 + 21.986 20.298 4.942 0.000 1.688 8.313 26.773 0.000 26.773 0.000 1.688 + 17.240 16.647 1.713 0.000 0.593 7.165 22.228 0.000 22.228 0.000 0.593 + 12.545 12.545 0.000 0.000 0.000 5.876 17.122 0.000 17.122 0.000 0.000 + 7.938 7.938 0.000 0.000 0.000 4.429 11.388 0.000 11.388 0.000 0.000 + 2.753 2.753 0.000 0.000 0.000 2.799 4.934 0.000 4.934 0.000 0.000 +[End of Data] +[End of Stresses] +[CUCalculates results} +[Column Indication] +PreLoadStress +Yieldstress +POP +OCR +Exponent +SFactor +AdditionalFactorLEM +[End of Column Indication] +[Data] + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 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0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 +[End of Data] +[End of CUCalculates results} +[End of Dump] + +[CALCULATION TIME] +00:00:03 +[END OF CALCULATION TIME] + +[End of Dump File] Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ReadFolder/TestBishop.std =================================================================== diff -u --- dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ReadFolder/TestBishop.std (revision 0) +++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ReadFolder/TestBishop.std (revision 453) @@ -0,0 +1,1430 @@ +Dump file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 11-09-2017 +TIME : 18:30:28 +FILENAME : D:\src\dam\dam failuremechanisms\damMacroStability\trunk\src\Tests\Files\ReadFolder\Test1.std +CREATED BY : D-Geo Stability version 17.1.1.1 +========================== BEGINNING OF DATA ========================== +[Input Data] +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1000 +D-Geo Stability=1007 +[END OF VERSION] + +[SOIL COLLECTION] + 3 = number of items +[SOIL] +zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +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=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=0 +SoilStdCohesion=0.00 +SoilStdPhi=3.57 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +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=1.00 +SoilDistPOP=3 +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 +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=18.00 +SoilDilatancy=18.00 +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=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=0 +SoilStdCohesion=1.00 +SoilStdPhi=2.67 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=2.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +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=1.00 +SoilDistPOP=3 +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] +nw dijks +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.50 +SoilGamWet=16.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=22.50 +SoilDilatancy=22.50 +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=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=0 +SoilStdCohesion=0.00 +SoilStdPhi=4.00 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +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=1.00 +SoilDistPOP=3 +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] + 33 - Number of geometry points - + 1 -150.000 8.700 0.000 + 2 -88.668 8.700 0.000 + 3 -30.272 9.500 0.000 + 4 -25.000 10.450 0.000 + 5 -14.000 12.000 0.000 + 6 2.000 17.300 0.000 + 7 8.500 17.300 0.000 + 8 19.500 12.300 0.000 + 9 29.000 11.500 0.000 + 10 33.800 11.300 0.000 + 11 37.000 9.700 0.000 + 12 40.000 9.700 0.000 + 13 42.600 11.000 0.000 + 14 53.258 10.750 0.000 + 15 70.000 10.750 0.000 + 16 -14.187 10.000 0.000 + 17 4.000 11.000 0.000 + 18 8.500 11.000 0.000 + 19 -150.000 5.900 0.000 + 20 70.000 5.900 0.000 + 21 -150.000 -10.000 0.000 + 22 70.000 -10.000 0.000 + 23 -150.000 6.500 0.000 + 24 -14.000 6.500 0.000 + 25 2.000 14.000 0.000 + 26 10.500 14.000 0.000 + 27 19.500 11.300 0.000 + 28 34.000 10.000 0.000 + 29 70.000 10.000 0.000 + 30 -30.293 6.500 0.000 + 31 20.000 7.600 0.000 + 32 37.000 8.300 0.000 + 33 70.000 8.300 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 + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 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 + 18 8 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 30 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 +[END OF CURVES] + +[BOUNDARIES] + 4 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 20 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 19 + 2 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 1 2 15 16 17 18 8 9 10 11 + 12 13 14 + 3 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 +[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] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 21 22 23 24 25 26 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 27 28 29 30 +[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 + zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 99 - 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 + nw dijks + 1 - Piezometric level line at top of layer + 99 - 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] +dijkvak Ophemert, Hm 63 - 64 +profiel aan de norm + +[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 +[FORBIDDEN LINES] + 1 - Forbidden lines + 1 + 8.50 17.30 - X1 Y1 + 19.50 12.30 - X2 Y2 +[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 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 +[degree earth quake] + 100 100 100 +[CIRCLES] + 21.556 32.691 11 X-direction + 15.092 28.850 11 Y-direction + 11.064 5.064 7 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.00 = magnitude + 6.00 8.50 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 5.00 [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 SU] + 16.000 Excavation gamma above freatic level + 18.000 Excavation gamma below freatic level + 15 number of points + -150.000 8.700 x y + -88.668 8.700 x y + -30.272 9.500 x y + -25.000 10.450 x y + -14.000 12.000 x y + 2.000 17.300 x y + 8.500 17.300 x y + 19.500 12.300 x y + 29.000 11.500 x y + 33.800 11.300 x y + 37.000 9.700 x y + 40.000 9.700 x y + 42.600 11.000 x y + 53.258 10.750 x y + 70.000 10.750 x y +[END OF REFERENCE LEVEL SU] + +[LIFT SLIP DATA] + 23.196 33.196 6 X-direction Left + 16.802 26.802 6 Y-direction Left + 47.043 51.227 3 X-direction Right + 12.840 16.288 3 Y-direction Right + 7.900 7.900 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 + 3 3 = Pl-top and pl-bottom + 2 3 = Pl-top and pl-bottom + 99 2 = 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] + 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 +[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=30 +GenerationCount=60 +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 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 +IsAdditionalPorePressure=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] + +[ZONE RESULTS] +[Column Indication] +X-Centrepoint +Y-Centrepoint +Radius +Stability factor +[End of Column Indication] +[Data] + 21.56 19.22 14.16 2.44 + 21.56 20.60 15.53 2.26 + 21.56 20.60 14.53 1.78 + 21.56 20.60 13.53 1.75 + 21.56 21.97 16.91 2.17 + 21.56 21.97 15.91 1.68 + 21.56 21.97 14.91 1.63 + 21.56 23.35 18.28 2.12 + 21.56 23.35 17.28 1.64 + 21.56 23.35 16.28 1.56 + 21.56 24.72 19.66 2.08 + 21.56 24.72 18.66 1.62 + 21.56 24.72 17.66 1.53 + 21.56 26.10 21.03 2.06 + 21.56 26.10 20.03 1.61 + 21.56 26.10 19.03 1.52 + 21.56 26.10 18.03 1.43 + 21.56 27.47 22.41 2.04 + 21.56 27.47 21.41 1.61 + 21.56 27.47 20.41 1.53 + 21.56 27.47 19.41 1.43 + 21.56 28.85 23.79 2.04 + 21.56 28.85 22.79 1.60 + 21.56 28.85 21.79 1.53 + 21.56 28.85 20.79 1.44 + 22.67 20.60 15.53 2.41 + 22.67 21.97 16.91 2.23 + 22.67 21.97 15.91 1.81 + 22.67 23.35 18.28 2.13 + 22.67 23.35 17.28 1.70 + 22.67 23.35 16.28 1.68 + 22.67 24.72 19.66 2.08 + 22.67 24.72 18.66 1.64 + 22.67 24.72 17.66 1.60 + 22.67 26.10 21.03 2.04 + 22.67 26.10 20.03 1.61 + 22.67 26.10 19.03 1.56 + 22.67 27.47 22.41 2.01 + 22.67 27.47 21.41 1.60 + 22.67 27.47 20.41 1.54 + 22.67 28.85 23.79 1.99 + 22.67 28.85 22.79 1.59 + 22.67 28.85 21.79 1.54 + 23.78 21.97 16.91 2.35 + 23.78 23.35 18.28 2.18 + 23.78 23.35 17.28 1.80 + 23.78 24.72 19.66 2.08 + 23.78 24.72 18.66 1.69 + 23.78 24.72 17.66 1.73 + 23.78 26.10 21.03 2.02 + 23.78 26.10 20.03 1.62 + 23.78 26.10 19.03 1.63 + 23.78 27.47 22.41 1.99 + 23.78 27.47 21.41 1.59 + 23.78 27.47 20.41 1.57 + 23.78 28.85 23.79 1.97 + 23.78 28.85 22.79 1.57 + 23.78 28.85 21.79 1.55 + 24.90 23.35 18.28 2.28 + 24.90 24.72 19.66 2.13 + 24.90 24.72 18.66 1.78 + 24.90 26.10 21.03 2.04 + 24.90 26.10 20.03 1.66 + 24.90 27.47 22.41 1.99 + 24.90 27.47 21.41 1.59 + 24.90 28.85 23.79 1.97 + 24.90 28.85 22.79 1.56 + 26.01 24.72 19.66 2.25 + 26.01 26.10 21.03 2.12 + 26.01 26.10 20.03 1.75 + 26.01 27.47 22.41 2.03 + 26.01 27.47 21.41 1.65 + 26.01 28.85 23.79 1.99 + 26.01 28.85 22.79 1.59 + 27.12 26.10 21.03 2.27 + 27.12 27.47 22.41 2.17 + 27.12 27.47 21.41 1.76 + 27.12 28.85 23.79 2.11 + 27.12 28.85 22.79 1.67 + 28.24 15.09 9.03 5.76 + 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0.000 + 7.860 7.860 0.000 0.000 0.000 4.305 10.753 0.000 10.753 0.000 0.000 + 2.690 2.690 0.000 0.000 0.000 2.772 4.731 0.000 4.731 0.000 0.000 +[End of Data] +[End of Stresses] +[CUCalculates results} +[Column Indication] +PreLoadStress +Yieldstress +POP +OCR +Exponent +SFactor +AdditionalFactorLEM +[End of Column Indication] +[Data] + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 +[End of Data] +[End of CUCalculates results} +[End of Dump] + +[CALCULATION TIME] +00:00:01 +[END OF CALCULATION TIME] + +[End of Dump File] Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/TestHelper.cs =================================================================== diff -u --- dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/TestHelper.cs (revision 0) +++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/TestHelper.cs (revision 453) @@ -0,0 +1,32 @@ +using System.IO; +using NUnit.Framework; + +namespace Deltares.DamMacroStability.CalculatorTests +{ + public static class TestHelper + { + public static void DeleteOutputFiles(string fileName) + { + var fileNameWithoutExtension = Path.Combine(Path.GetDirectoryName(fileName), Path.GetFileNameWithoutExtension(fileName)); + var dumpFile = fileNameWithoutExtension + ".std"; + var wmfFile = fileNameWithoutExtension + ".wmf"; + var jpgFile = fileNameWithoutExtension + ".jpg"; + if (File.Exists(dumpFile)) File.Delete(dumpFile); + if (File.Exists(wmfFile)) File.Delete(wmfFile); + if (File.Exists(jpgFile)) File.Delete(jpgFile); + } + + public static void AssertOutputFiles(string fileName) + { + var fileNameWithoutExtension = Path.Combine(Path.GetDirectoryName(fileName), Path.GetFileNameWithoutExtension(fileName)); + var dumpFile = fileNameWithoutExtension + ".std"; + var wmfFile = fileNameWithoutExtension + ".wmf"; + var jpgFile = fileNameWithoutExtension + ".jpg"; + Assert.IsTrue(File.Exists(dumpFile)); + Assert.IsTrue(File.Exists(wmfFile)); + Assert.IsTrue(File.Exists(jpgFile)); + } + + + } +} Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ReadFolder/TestBishop.sti =================================================================== diff -u --- dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ReadFolder/TestBishop.sti (revision 0) +++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ReadFolder/TestBishop.sti (revision 453) @@ -0,0 +1,802 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 11-09-2017 +TIME : 18:30:28 +FILENAME : D:\src\dam\dam failuremechanisms\damMacroStability\trunk\src\Tests\Files\ReadFolder\Test1.sti +CREATED BY : D-Geo Stability version 17.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1000 +D-Geo Stability=1007 +[END OF VERSION] + +[SOIL COLLECTION] + 3 = number of items +[SOIL] +zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +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=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=0 +SoilStdCohesion=0.00 +SoilStdPhi=3.57 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +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=1.00 +SoilDistPOP=3 +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 +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=18.00 +SoilDilatancy=18.00 +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=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=0 +SoilStdCohesion=1.00 +SoilStdPhi=2.67 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=2.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +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=1.00 +SoilDistPOP=3 +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] +nw dijks +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.50 +SoilGamWet=16.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=22.50 +SoilDilatancy=22.50 +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=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=0 +SoilStdCohesion=0.00 +SoilStdPhi=4.00 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +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=1.00 +SoilDistPOP=3 +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] + 33 - Number of geometry points - + 1 -150.000 8.700 0.000 + 2 -88.668 8.700 0.000 + 3 -30.272 9.500 0.000 + 4 -25.000 10.450 0.000 + 5 -14.000 12.000 0.000 + 6 2.000 17.300 0.000 + 7 8.500 17.300 0.000 + 8 19.500 12.300 0.000 + 9 29.000 11.500 0.000 + 10 33.800 11.300 0.000 + 11 37.000 9.700 0.000 + 12 40.000 9.700 0.000 + 13 42.600 11.000 0.000 + 14 53.258 10.750 0.000 + 15 70.000 10.750 0.000 + 16 -14.187 10.000 0.000 + 17 4.000 11.000 0.000 + 18 8.500 11.000 0.000 + 19 -150.000 5.900 0.000 + 20 70.000 5.900 0.000 + 21 -150.000 -10.000 0.000 + 22 70.000 -10.000 0.000 + 23 -150.000 6.500 0.000 + 24 -14.000 6.500 0.000 + 25 2.000 14.000 0.000 + 26 10.500 14.000 0.000 + 27 19.500 11.300 0.000 + 28 34.000 10.000 0.000 + 29 70.000 10.000 0.000 + 30 -30.293 6.500 0.000 + 31 20.000 7.600 0.000 + 32 37.000 8.300 0.000 + 33 70.000 8.300 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 + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 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 + 18 8 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 30 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 +[END OF CURVES] + +[BOUNDARIES] + 4 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 20 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 19 + 2 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 1 2 15 16 17 18 8 9 10 11 + 12 13 14 + 3 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 +[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] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 21 22 23 24 25 26 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 27 28 29 30 +[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 + zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 99 - 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 + nw dijks + 1 - Piezometric level line at top of layer + 99 - 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] +dijkvak Ophemert, Hm 63 - 64 +profiel aan de norm + +[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 +[FORBIDDEN LINES] + 1 - Forbidden lines + 1 + 8.50 17.30 - X1 Y1 + 19.50 12.30 - X2 Y2 +[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 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 +[degree earth quake] + 100 100 100 +[CIRCLES] + 21.556 32.691 11 X-direction + 15.092 28.850 11 Y-direction + 11.064 5.064 7 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.00 = magnitude + 6.00 8.50 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 5.00 [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 SU] + 16.000 Excavation gamma above freatic level + 18.000 Excavation gamma below freatic level + 15 number of points + -150.000 8.700 x y + -88.668 8.700 x y + -30.272 9.500 x y + -25.000 10.450 x y + -14.000 12.000 x y + 2.000 17.300 x y + 8.500 17.300 x y + 19.500 12.300 x y + 29.000 11.500 x y + 33.800 11.300 x y + 37.000 9.700 x y + 40.000 9.700 x y + 42.600 11.000 x y + 53.258 10.750 x y + 70.000 10.750 x y +[END OF REFERENCE LEVEL SU] + +[LIFT SLIP DATA] + 23.196 33.196 6 X-direction Left + 16.802 26.802 6 Y-direction Left + 47.043 51.227 3 X-direction Right + 12.840 16.288 3 Y-direction Right + 7.900 7.900 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 + 3 3 = Pl-top and pl-bottom + 2 3 = Pl-top and pl-bottom + 99 2 = 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] + 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 +[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=30 +GenerationCount=60 +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 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 +IsAdditionalPorePressure=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 FILE] Index: dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/Properties/Resources.resx =================================================================== diff -u -r449 -r453 --- dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/Properties/Resources.resx (.../Resources.resx) (revision 449) +++ dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/Properties/Resources.resx (.../Resources.resx) (revision 453) @@ -162,4 +162,13 @@ Stability file does not contain identifier + + Error calculating stability factor for '{0}' + + + Directory '{0}' does not exist + + + No results found in '{0}' + \ No newline at end of file Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/Calc/Test2D.sti =================================================================== diff -u --- dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/Calc/Test2D.sti (revision 0) +++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/Calc/Test2D.sti (revision 453) @@ -0,0 +1,1248 @@ +Input file for DGSMstabDAM : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 11-09-2017 +TIME : 17:05:18 +FILENAME : D:\src\dam\dam classic\trunk\src\bin\Debug\DamCalculation\Stability\Loc(LocationName)_Sce(ScenarioID)_Pro(1D1_sti)_Ite(0).sti +CREATED BY : DGeoStability version 15.1.2.4 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1004 +[END OF VERSION] + +[SOIL COLLECTION] + 6 = number of items +[SOIL] +LM +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=1 +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=0.00 +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=0.00 +SoilVertFluctScaleCoh=0.00 +SoilNumberOfTestsCoh=0 +SoilVarianceRatioCoh=0.00 +SoilHorFluctScalePhi=0.00 +SoilVertFluctScalePhi=0.00 +SoilNumberOfTestsPhi=0 +SoilVarianceRatioPhi=0.00 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +DKN3 +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.24 +SoilGamWet=16.24 +SoilRestSlope=0 +SoilCohesion=1.30 +SoilPhi=32.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=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=0.00 +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=0.00 +SoilVertFluctScaleCoh=0.00 +SoilNumberOfTestsCoh=0 +SoilVarianceRatioCoh=0.00 +SoilHorFluctScalePhi=0.00 +SoilVertFluctScalePhi=0.00 +SoilNumberOfTestsPhi=0 +SoilVarianceRatioPhi=0.00 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +OA +SoilColor=536870911 +SoilSoilType=1 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=32.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=1 +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=0.00 +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=0.00 +SoilVertFluctScaleCoh=0.00 +SoilNumberOfTestsCoh=0 +SoilVarianceRatioCoh=0.00 +SoilHorFluctScalePhi=0.00 +SoilVertFluctScalePhi=0.00 +SoilNumberOfTestsPhi=0 +SoilVarianceRatioPhi=0.00 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +DKN4 +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.16 +SoilGamWet=17.16 +SoilRestSlope=0 +SoilCohesion=1.30 +SoilPhi=32.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=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=0.00 +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=0.00 +SoilVertFluctScaleCoh=0.00 +SoilNumberOfTestsCoh=0 +SoilVarianceRatioCoh=0.00 +SoilHorFluctScalePhi=0.00 +SoilVertFluctScalePhi=0.00 +SoilNumberOfTestsPhi=0 +SoilVarianceRatioPhi=0.00 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +DKN5 +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=17.50 +SoilRestSlope=0 +SoilCohesion=1.30 +SoilPhi=32.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=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=0.00 +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=0.00 +SoilVertFluctScaleCoh=0.00 +SoilNumberOfTestsCoh=0 +SoilVarianceRatioCoh=0.00 +SoilHorFluctScalePhi=0.00 +SoilVertFluctScalePhi=0.00 +SoilNumberOfTestsPhi=0 +SoilVarianceRatioPhi=0.00 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +OB1 +SoilColor=536870911 +SoilSoilType=3 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.80 +SoilGamWet=15.80 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=24.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=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=0.00 +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=0.00 +SoilVertFluctScaleCoh=0.00 +SoilNumberOfTestsCoh=0 +SoilVarianceRatioCoh=0.00 +SoilHorFluctScalePhi=0.00 +SoilVertFluctScalePhi=0.00 +SoilNumberOfTestsPhi=0 +SoilVarianceRatioPhi=0.00 +SoilRRatio=0.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 61 - Number of geometry points - + 1 0.000 0.000 0.000 + 2 10.000 0.000 0.000 + 3 34.500 5.000 0.000 + 4 40.500 5.000 0.000 + 5 50.500 0.000 0.000 + 6 58.500 0.000 0.000 + 7 59.500 -2.000 0.000 + 8 61.500 -2.000 0.000 + 9 61.500 0.000 0.000 + 10 75.000 0.000 0.000 + 11 0.000 -10.000 0.000 + 12 75.000 -10.000 0.000 + 13 0.000 -5.000 0.000 + 14 43.947 -6.785 0.000 + 15 75.000 -6.092 0.000 + 16 0.000 -4.000 0.000 + 17 75.000 -4.000 0.000 + 18 0.000 -2.800 0.000 + 19 75.000 -2.800 0.000 + 20 0.000 -1.800 0.000 + 21 37.109 -1.456 0.000 + 22 75.000 -1.606 0.000 + 23 0.000 -0.600 0.000 + 24 71.550 -0.600 0.000 + 25 72.370 -1.060 0.000 + 26 72.380 -1.170 0.000 + 27 72.550 -1.460 0.000 + 28 73.860 -1.390 0.000 + 29 73.990 -1.160 0.000 + 30 74.570 -0.840 0.000 + 31 74.970 -0.600 0.000 + 32 75.000 -0.600 0.000 + 33 75.000 -0.582 0.000 + 34 21.110 1.120 0.000 + 35 31.600 1.300 0.000 + 36 31.730 1.610 0.000 + 37 32.210 1.670 0.000 + 38 35.580 1.580 0.000 + 39 40.480 1.940 0.000 + 40 70.530 0.000 0.000 + 41 70.820 -0.190 0.000 + 42 14.849 0.989 0.000 + 43 44.570 2.965 0.000 + 44 59.272 -1.544 0.000 + 45 58.800 -0.600 0.000 + 46 61.500 -1.553 0.000 + 47 61.500 -0.600 0.000 + 48 34.500 0.000 0.000 + 49 40.500 0.000 0.000 + 50 0.000 0.000 0.000 + 51 10.000 0.000 0.000 + 52 50.500 0.000 0.000 + 53 58.500 0.000 0.000 + 54 61.500 0.000 0.000 + 55 75.000 0.000 0.000 + 56 0.000 -10.000 0.000 + 57 75.000 -10.000 0.000 + 58 0.000 0.000 0.000 + 59 75.000 0.000 0.000 + 60 0.000 0.000 0.000 + 61 75.000 0.000 0.000 +[END OF POINTS] + +[CURVES] + 54 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 44 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 22 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 45 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 24 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 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 + 28 29 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 33 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 34 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 43 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 24 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 42 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 3 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 43 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 5 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 45 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 7 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 46 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 9 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 40 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 10 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 48 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 52 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 57 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 61 +[END OF CURVES] + +[BOUNDARIES] + 12 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 1 + 1 - Boundary number + 2 - number of curves on boundary, next line(s) are curvenumbers + 2 3 + 2 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 4 + 3 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 5 + 4 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 6 7 38 39 40 8 + 5 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 6 7 38 39 40 41 10 11 12 13 + 14 15 16 17 18 + 6 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 6 7 38 39 40 41 10 11 12 13 + 14 15 16 17 19 + 7 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 6 7 38 39 40 41 42 43 27 28 + 11 12 13 14 15 16 17 19 + 8 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 6 7 38 39 40 41 42 43 44 + 9 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 9 37 38 39 40 41 42 43 44 + 10 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 29 30 20 21 22 23 24 25 26 34 + 35 36 37 38 39 40 41 42 43 44 + 11 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 29 30 31 32 33 34 35 36 37 38 + 39 40 41 42 43 44 +[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] + 4 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 50 45 46 47 51 48 49 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 52 + 3 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 53 + 4 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 54 +[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] + 11 - Number of layers - + 1 - Layer number, next line is material of layer + LM + 3 - Piezometric level line at top of layer + 3 - 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 + DKN3 + 99 - Piezometric level line at top of layer + 99 - 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 + DKN3 + 99 - Piezometric level line at top of layer + 99 - 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 + OA + 4 - Piezometric level line at top of layer + 4 - 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 + DKN4 + 99 - Piezometric level line at top of layer + 99 - 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 + DKN5 + 99 - Piezometric level line at top of layer + 99 - 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 + DKN5 + 99 - Piezometric level line at top of layer + 99 - 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 + OB1 + 99 - Piezometric level line at top of layer + 99 - 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 + DKN4 + 99 - Piezometric level line at top of layer + 99 - 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 + DKN5 + 1 - Piezometric level line at top of layer + 1 - 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 + OB1 + 1 - Piezometric level line at top of layer + 99 - 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] + + + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 0 : Geotextiles off + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : 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 +[degree Temporary loads] + 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 +[CIRCLES] + 40.500 60.500 10 X-direction + 1.000 31.000 10 Y-direction + 0.900 -6.000 2 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] + 1.00 [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] + -1 +[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 + 11 - Number of layers + 3 3 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 4 4 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 99 = 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 +[WATER PRESSURE ON HORIZONTAL BAR] + 0 Use water pressure on horizontal bar +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=1 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = Width top rest profile [m] + 0.00 = X co-ordinate indicating start of zone [m] + 74.99 = Boundary of M.H.W influence at X [m] + 4.99 = Boundary of M.H.W influence at Y [m] + 0.00 = Required safety in zone 1a + 0.00 = Required safety in zone 1b + 0.00 = Required safety in zone 2a + 0.00 = Required safety in zone 2b + 0.01 = Left side minimum road [m] + 0.01 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/Deltares.DamMacroStability.CalculatorTests.csproj =================================================================== diff -u -r411 -r453 --- dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/Deltares.DamMacroStability.CalculatorTests.csproj (.../Deltares.DamMacroStability.CalculatorTests.csproj) (revision 411) +++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/Deltares.DamMacroStability.CalculatorTests.csproj (.../Deltares.DamMacroStability.CalculatorTests.csproj) (revision 453) @@ -41,6 +41,7 @@ + Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/DGeoStabilityResultReaderTests.cs =================================================================== diff -u -r443 -r453 --- dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/DGeoStabilityResultReaderTests.cs (.../DGeoStabilityResultReaderTests.cs) (revision 443) +++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/DGeoStabilityResultReaderTests.cs (.../DGeoStabilityResultReaderTests.cs) (revision 453) @@ -1,5 +1,6 @@ using System; using System.IO; +using System.Linq; using Deltares.DamMacroStability.Calculator; using NUnit.Framework; @@ -9,6 +10,8 @@ public class DGeoStabilityResultReaderTests { private const string TestFolder = @"..\..\Tests\Files"; + private const string TestReadFolder = @"..\..\Tests\Files\ReadFolder"; + private const string TestEmptyFolder = @"..\..\Tests\Files\NoInputFilesInThisFolder"; private const string TestFileInput = @"result NoUplift.sti"; private const string TestFileOutput = @"result NoUplift.std"; private const string TestFileInputNoOutput = @"result NoOutput.sti"; @@ -20,12 +23,22 @@ [Test] public void TestReadSafetyFactor() { - string inputFileName = Path.Combine(TestFolder, TestFileInput); - var result = DGeoStabilityResultReader.ExtractStabilityResults(inputFileName); - Assert.GreaterOrEqual(1.276, result.Zone1.SafetyFactor); + var inputFileName = Path.Combine(TestFolder, TestFileInput); + var results = DGeoStabilityResultReader.ExtractStabilityResults(inputFileName); + Assert.AreEqual(1, results.Count); + Assert.AreEqual(1.276, results[0].Zone1.SafetyFactor, 0.001); } [Test] + public void TestReadSafetyFactorsFromFolder() + { + var results = DGeoStabilityResultReader.ExtractStabilityResults(TestReadFolder); + Assert.AreEqual(2, results.Count); + Assert.AreEqual(1.276, results.First(r => r.CalculationName == "TestBishop").Zone1.SafetyFactor, 0.001); + Assert.AreEqual(1.287/1.05, results.First(r => r.CalculationName == "TestUpliftVan").Zone1.SafetyFactor, 0.001); + } + + [Test] public void TestCanParseStringContentWhenSafetyFactorIsInFirstColumn() { var contents = @" 28.237 28.850 23.786 2.324 " + Environment.NewLine + @@ -98,7 +111,7 @@ [Test] public void TestCanParseFileContentsStability() { - string fileName = Path.Combine(TestFolder, TestFileOutput); + var fileName = Path.Combine(TestFolder, TestFileOutput); var contents = DGeoStabilityResultReader.GetFileContents(fileName); var result = DGeoStabilityResultReader.GetDGeoStabilityResults(contents); Assert.AreEqual(1.276, result.Zone1.SafetyFactor, 0.001); @@ -108,7 +121,7 @@ [Test] public void TestCorrectionSafetyFactorForUplift() { - string fileName = Path.Combine(TestFolder, TestFileUplift); + var fileName = Path.Combine(TestFolder, TestFileUplift); var contents = DGeoStabilityResultReader.GetFileContents(fileName); var result = DGeoStabilityResultReader.GetDGeoStabilityResults(contents); Assert.AreEqual(1.276 / 1.05, result.Zone1.SafetyFactor, 0.001); @@ -117,7 +130,7 @@ [Test] public void TestCorrectionSafetyFactorForUpliftWithZone() { - string fileName = Path.Combine(TestFolder, TestFileWithZonePlotUplift); + var fileName = Path.Combine(TestFolder, TestFileWithZonePlotUplift); var contents = DGeoStabilityResultReader.GetFileContents(fileName); var result = DGeoStabilityResultReader.ParseZoneResults(contents, (int)DGeoStabilityResultReader.StabilityZone.StabilityZone1a); @@ -129,7 +142,7 @@ [Test] public void TestValidateIfFileContentsHasZonePlotEnabled() { - string fileName = Path.Combine(TestFolder, TestFileWithZonePlot); + var fileName = Path.Combine(TestFolder, TestFileWithZonePlot); var contents = DGeoStabilityResultReader.GetFileContents(fileName); var result = DGeoStabilityResultReader.ParseHasZonePlotEnabled(contents); Assert.IsTrue(result); @@ -138,7 +151,7 @@ [Test] public void TestFileContentsHasZonePlotDisabled() { - string zonePlotOff = @"[MODEL]" + Environment.NewLine + + var zonePlotOff = @"[MODEL]" + Environment.NewLine + @" 1 : Bishop" + Environment.NewLine + @" 1 : C phi" + Environment.NewLine + @" 0 : Probabilistic off" + Environment.NewLine + @@ -149,16 +162,16 @@ @" 0 : Local measurements" + Environment.NewLine + @"[END OF MODEL]" + Environment.NewLine; - bool actualZonePlot = DGeoStabilityResultReader.ParseHasZonePlotEnabled(zonePlotOff); - bool expectedZonePlot = false; + var actualZonePlot = DGeoStabilityResultReader.ParseHasZonePlotEnabled(zonePlotOff); + var expectedZonePlot = false; Assert.AreEqual(actualZonePlot, expectedZonePlot); } [Test] public void TestFileContentsHasZonePlotZone1bAndZone2b() { - string testWithZonePlot1bAnd2b = @"[MODEL]" + Environment.NewLine + + var testWithZonePlot1bAnd2b = @"[MODEL]" + Environment.NewLine + @" 1 : Bishop" + Environment.NewLine + @" 1 : C phi" + Environment.NewLine + @" 0 : Probabilistic off" + Environment.NewLine + @@ -205,11 +218,11 @@ @"[End of Data]" + Environment.NewLine + @"[End Of Dump Header]" + Environment.NewLine; - DGeoStabilityResultReader.DGeoStabilityResults actualMStabResults = + var actualMStabResults = DGeoStabilityResultReader.GetDGeoStabilityResults(testWithZonePlot1bAnd2b); - DGeoStabilityResultReader.DGeoStabilityResultsSingleZone expectedStabilityZone1 = + var expectedStabilityZone1 = new DGeoStabilityResultReader.DGeoStabilityResultsSingleZone(); - DGeoStabilityResultReader.DGeoStabilityResultsSingleZone expectedStabilityZone2 = + var expectedStabilityZone2 = new DGeoStabilityResultReader.DGeoStabilityResultsSingleZone(); expectedStabilityZone1.SafetyFactor = 1.234; expectedStabilityZone1.CircleSurfacePointLeftXCoordinate = 17.810; @@ -231,7 +244,7 @@ [Test] public void TestCanParseFileHasStabilityFactorZone() { - string fileName = Path.Combine(TestFolder, TestFileWithZonePlot); + var fileName = Path.Combine(TestFolder, TestFileWithZonePlot); var contents = DGeoStabilityResultReader.GetFileContents(fileName); var result = DGeoStabilityResultReader.GetDGeoStabilityResults(contents); Assert.AreEqual(1.104, result.Zone1.SafetyFactor, 0.001); @@ -491,7 +504,23 @@ } [Test] + [ExpectedException(typeof(DirectoryNotFoundException))] + public void TestThrowIfFolderDoesNotExist() + { + DGeoStabilityResultReader.ExtractStabilityResults("NonExistingFolder"); + } + + [Test] [ExpectedException(typeof(DGeoStabilityResultReaderException), + ExpectedMessage = "Geen resultaten gevonden in '..\\..\\Tests\\Files\\NoInputFilesInThisFolder'")] + [SetUICulture("nl-NL")] + public void TestThrowIfNoResultsFound() + { + DGeoStabilityResultReader.ExtractStabilityResults(TestEmptyFolder); + } + + [Test] + [ExpectedException(typeof(DGeoStabilityResultReaderException), ExpectedMessage = "Stabiliteitszone 1a of 1b zou moeten bestaan")] [SetUICulture("nl-NL")] public void TestThrowIfZoneResults1DoNotExistInFileContent() @@ -529,7 +558,7 @@ public void TestThrowIfParsingZoneResultsFails() { // It is not possible to check the ExpectedMessage here because it contains code information like line number etc. - string fileName = Path.Combine(TestFolder, "damCorruptParsingZonePlot.std"); + var fileName = Path.Combine(TestFolder, "damCorruptParsingZonePlot.std"); var contents = DGeoStabilityResultReader.GetFileContents(fileName); try { @@ -547,33 +576,33 @@ [SetUICulture("nl-NL")] public void TestThrowsExceptionWhenProjectHasNoValidName() { - DGeoStabilityResultReader.ExtractStabilityResults(""); + DGeoStabilityResultReader.ExtractStabilityResult(""); } [Test] [ExpectedException(typeof(FileNotFoundException), ExpectedMessage = "Projectfile 'NonExistingFile.sti' niet gevonden")] [SetUICulture("nl-NL")] public void TestThrowsExceptionWhenProjectDoesNotExist() { - DGeoStabilityResultReader.ExtractStabilityResults("NonExistingFile.sti"); + DGeoStabilityResultReader.ExtractStabilityResult("NonExistingFile.sti"); } [Test] [ExpectedException(typeof(DGeoStabilityResultReaderException), ExpectedMessage = "Kan geen veiligheidsfactor afleiden")] [SetUICulture("nl-NL")] public void TestThrowsExceptionWhenInputFileExistsButNoOuputFile() { - string inputFileName = Path.Combine(TestFolder, TestFileInputNoOutput); - DGeoStabilityResultReader.ExtractStabilityResults(inputFileName); + var inputFileName = Path.Combine(TestFolder, TestFileInputNoOutput); + DGeoStabilityResultReader.ExtractStabilityResult(inputFileName); } [Test] [ExpectedException(typeof(DGeoStabilityResultReaderException), ExpectedMessage = "Een betrouwbaarheidsanalyse in combinatie met model \"Su berekend DOV\" is (nog) niet mogelijk. Selecteer alstublieft een ander schuifspanningsmodel.")] [SetUICulture("nl-NL")] public void TestThrowsExceptionWhenInputFileExistsButNoOuputFileWithErrorFile() { - string inputFileName = Path.Combine(TestFolder, TestFileInputNoOutputWithErrorFile); - DGeoStabilityResultReader.ExtractStabilityResults(inputFileName); + var inputFileName = Path.Combine(TestFolder, TestFileInputNoOutputWithErrorFile); + DGeoStabilityResultReader.ExtractStabilityResult(inputFileName); } #endregion Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ReadFolder/TestUpliftVan.sti =================================================================== diff -u --- dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ReadFolder/TestUpliftVan.sti (revision 0) +++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ReadFolder/TestUpliftVan.sti (revision 453) @@ -0,0 +1,809 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 11-09-2017 +TIME : 18:35:16 +FILENAME : D:\src\dam\dam failuremechanisms\damMacroStability\trunk\src\Tests\Files\ReadFolder\Test2.sti +CREATED BY : D-Geo Stability version 17.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1000 +D-Geo Stability=1007 +[END OF VERSION] + +[SOIL COLLECTION] + 3 = number of items +[SOIL] +zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +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=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=0 +SoilStdCohesion=0.00 +SoilStdPhi=3.57 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +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=1.00 +SoilDistPOP=3 +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 +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=18.00 +SoilDilatancy=18.00 +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=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=0 +SoilStdCohesion=1.00 +SoilStdPhi=2.67 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=2.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +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=1.00 +SoilDistPOP=3 +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] +nw dijks +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.50 +SoilGamWet=16.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=22.50 +SoilDilatancy=22.50 +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=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=0 +SoilStdCohesion=0.00 +SoilStdPhi=4.00 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +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=1.00 +SoilDistPOP=3 +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] + 33 - Number of geometry points - + 1 -150.000 8.700 0.000 + 2 -88.668 8.700 0.000 + 3 -30.272 9.500 0.000 + 4 -25.000 10.450 0.000 + 5 -14.000 12.000 0.000 + 6 2.000 17.300 0.000 + 7 8.500 17.300 0.000 + 8 19.500 12.300 0.000 + 9 29.000 11.500 0.000 + 10 33.800 11.300 0.000 + 11 37.000 9.700 0.000 + 12 40.000 9.700 0.000 + 13 42.600 11.000 0.000 + 14 53.258 10.750 0.000 + 15 70.000 10.750 0.000 + 16 -14.187 10.000 0.000 + 17 4.000 11.000 0.000 + 18 8.500 11.000 0.000 + 19 -150.000 5.900 0.000 + 20 70.000 5.900 0.000 + 21 -150.000 -10.000 0.000 + 22 70.000 -10.000 0.000 + 23 -150.000 6.500 0.000 + 24 -14.000 6.500 0.000 + 25 2.000 14.000 0.000 + 26 10.500 14.000 0.000 + 27 19.500 11.300 0.000 + 28 34.000 10.000 0.000 + 29 70.000 10.000 0.000 + 30 -30.293 6.500 0.000 + 31 20.000 7.600 0.000 + 32 37.000 8.300 0.000 + 33 70.000 8.300 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 + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 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 + 18 8 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 30 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 +[END OF CURVES] + +[BOUNDARIES] + 4 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 20 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 19 + 2 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 1 2 15 16 17 18 8 9 10 11 + 12 13 14 + 3 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 +[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] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 21 22 23 24 25 26 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 27 28 29 30 +[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 + zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 99 - 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 + nw dijks + 1 - Piezometric level line at top of layer + 99 - 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] +dijkvak Ophemert, Hm 63 - 64 +profiel aan de norm + +[MODEL] + 4 : Uplift Van + 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 +[FORBIDDEN LINES] + 1 - Forbidden lines + 1 + 8.50 17.30 - X1 Y1 + 19.50 12.30 - X2 Y2 +[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 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 +[degree earth quake] + 100 100 100 +[CIRCLES] + 21.556 32.691 11 X-direction + 15.092 28.850 11 Y-direction + 11.064 5.064 7 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.00 = magnitude + 6.00 8.50 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 5.00 [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 SU] + 16.000 Excavation gamma above freatic level + 18.000 Excavation gamma below freatic level + 15 number of points + -150.000 8.700 x y + -88.668 8.700 x y + -30.272 9.500 x y + -25.000 10.450 x y + -14.000 12.000 x y + 2.000 17.300 x y + 8.500 17.300 x y + 19.500 12.300 x y + 29.000 11.500 x y + 33.800 11.300 x y + 37.000 9.700 x y + 40.000 9.700 x y + 42.600 11.000 x y + 53.258 10.750 x y + 70.000 10.750 x y +[END OF REFERENCE LEVEL SU] + +[LIFT SLIP DATA] + 10.000 40.000 5 X-direction Left + 15.000 25.000 5 Y-direction Left + 40.000 60.000 5 X-direction Right + 10.000 15.000 5 Y-direction Right + 5.000 9.000 5 Y-direction tangent lines + 0 Automatic grid calculation (1) +[MULTIPLE LIFT TANGENTS] + 5 Number of tangentlines + 5.000 + 6.000 + 7.000 + 8.000 + 9.000 +[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 + 3 3 = Pl-top and pl-bottom + 2 3 = Pl-top and pl-bottom + 99 2 = 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] + 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 +[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=30 +GenerationCount=60 +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 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 +IsAdditionalPorePressure=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 FILE] Index: dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/DGeoStabilityResultReader.cs =================================================================== diff -u -r443 -r453 --- dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/DGeoStabilityResultReader.cs (.../DGeoStabilityResultReader.cs) (revision 443) +++ dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/DGeoStabilityResultReader.cs (.../DGeoStabilityResultReader.cs) (revision 453) @@ -24,8 +24,6 @@ public DGeoStabilityResultsSingleZone Zone1; public DGeoStabilityResultsSingleZone? Zone2; public string CalculationName; - public string CalculationSubDir; - public int IterationNumber; public void Init() { @@ -58,9 +56,46 @@ /// /// Extracts the relevant calculation results from the outputfile of DGeoStability /// + /// The project folder to process + /// The DGeoStability calculation results + public static List ExtractStabilityResults(string projectName) + { + var results = new List(); + + if (Path.HasExtension(projectName)) + { + var result = ExtractStabilityResult(projectName); + results.Add(result); + } + else + { + // when project it is a folder get results for all sti files in folder + if (!Directory.Exists(projectName)) + { + throw new DirectoryNotFoundException(string.Format( + Resources.DGeoStabilityResultReader_ExtractStabilityResults_DirectoryDoesNotExist, projectName)); + } + foreach (var file in Directory.GetFiles(projectName, "*.sti")) + { + var result = ExtractStabilityResult(file); + results.Add(result); + } + } + + if (results.Count == 0) + { + throw new DGeoStabilityResultReaderException(string.Format( + Resources.DGeoStabilityResultReader_ExtractStabilityResults_NoResultsFound, projectName)); + } + return results; + } + + /// + /// Extracts the relevant calculation results from the outputfile of DGeoStability + /// /// The project file to process /// The DGeoStability calculation results - public static DGeoStabilityResults ExtractStabilityResults(string projectFileName) + internal static DGeoStabilityResults ExtractStabilityResult(string projectFileName) { if (string.IsNullOrEmpty(projectFileName) || projectFileName.Trim() == "") { @@ -77,7 +112,9 @@ try { string outputFile = Path.Combine(Path.GetDirectoryName(projectFileName), GetOutputFileName(projectFileName)); - return ParseResultsFromOutputFile(outputFile); + var result = ParseResultsFromOutputFile(outputFile); + result.CalculationName = Path.GetFileNameWithoutExtension(projectFileName); + return result; } catch (ArgumentNullException argumentNullException) { Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/NoInputFilesInThisFolder/TestBishop.std =================================================================== diff -u --- dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/NoInputFilesInThisFolder/TestBishop.std (revision 0) +++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/NoInputFilesInThisFolder/TestBishop.std (revision 453) @@ -0,0 +1,1430 @@ +Dump file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : + +DATE : 11-09-2017 +TIME : 18:30:28 +FILENAME : D:\src\dam\dam failuremechanisms\damMacroStability\trunk\src\Tests\Files\ReadFolder\Test1.std +CREATED BY : D-Geo Stability version 17.1.1.1 +========================== BEGINNING OF DATA ========================== +[Input Data] +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1000 +D-Geo Stability=1007 +[END OF VERSION] + +[SOIL COLLECTION] + 3 = number of items +[SOIL] +zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=30.00 +SoilDilatancy=30.00 +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=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=0 +SoilStdCohesion=0.00 +SoilStdPhi=3.57 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +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=1.00 +SoilDistPOP=3 +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 +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=18.00 +SoilDilatancy=18.00 +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=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=0 +SoilStdCohesion=1.00 +SoilStdPhi=2.67 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=2.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +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=1.00 +SoilDistPOP=3 +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] +nw dijks +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.50 +SoilGamWet=16.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=22.50 +SoilDilatancy=22.50 +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=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=0 +SoilStdCohesion=0.00 +SoilStdPhi=4.00 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +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=1.00 +SoilDistPOP=3 +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] + 33 - Number of geometry points - + 1 -150.000 8.700 0.000 + 2 -88.668 8.700 0.000 + 3 -30.272 9.500 0.000 + 4 -25.000 10.450 0.000 + 5 -14.000 12.000 0.000 + 6 2.000 17.300 0.000 + 7 8.500 17.300 0.000 + 8 19.500 12.300 0.000 + 9 29.000 11.500 0.000 + 10 33.800 11.300 0.000 + 11 37.000 9.700 0.000 + 12 40.000 9.700 0.000 + 13 42.600 11.000 0.000 + 14 53.258 10.750 0.000 + 15 70.000 10.750 0.000 + 16 -14.187 10.000 0.000 + 17 4.000 11.000 0.000 + 18 8.500 11.000 0.000 + 19 -150.000 5.900 0.000 + 20 70.000 5.900 0.000 + 21 -150.000 -10.000 0.000 + 22 70.000 -10.000 0.000 + 23 -150.000 6.500 0.000 + 24 -14.000 6.500 0.000 + 25 2.000 14.000 0.000 + 26 10.500 14.000 0.000 + 27 19.500 11.300 0.000 + 28 34.000 10.000 0.000 + 29 70.000 10.000 0.000 + 30 -30.293 6.500 0.000 + 31 20.000 7.600 0.000 + 32 37.000 8.300 0.000 + 33 70.000 8.300 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 + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 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 + 18 8 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 30 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 +[END OF CURVES] + +[BOUNDARIES] + 4 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 20 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 19 + 2 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 1 2 15 16 17 18 8 9 10 11 + 12 13 14 + 3 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 +[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] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 21 22 23 24 25 26 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 27 28 29 30 +[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 + zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 99 - 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 + nw dijks + 1 - Piezometric level line at top of layer + 99 - 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] +dijkvak Ophemert, Hm 63 - 64 +profiel aan de norm + +[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 +[FORBIDDEN LINES] + 1 - Forbidden lines + 1 + 8.50 17.30 - X1 Y1 + 19.50 12.30 - X2 Y2 +[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 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 +[degree earth quake] + 100 100 100 +[CIRCLES] + 21.556 32.691 11 X-direction + 15.092 28.850 11 Y-direction + 11.064 5.064 7 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.00 = magnitude + 6.00 8.50 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 5.00 [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 SU] + 16.000 Excavation gamma above freatic level + 18.000 Excavation gamma below freatic level + 15 number of points + -150.000 8.700 x y + -88.668 8.700 x y + -30.272 9.500 x y + -25.000 10.450 x y + -14.000 12.000 x y + 2.000 17.300 x y + 8.500 17.300 x y + 19.500 12.300 x y + 29.000 11.500 x y + 33.800 11.300 x y + 37.000 9.700 x y + 40.000 9.700 x y + 42.600 11.000 x y + 53.258 10.750 x y + 70.000 10.750 x y +[END OF REFERENCE LEVEL SU] + +[LIFT SLIP DATA] + 23.196 33.196 6 X-direction Left + 16.802 26.802 6 Y-direction Left + 47.043 51.227 3 X-direction Right + 12.840 16.288 3 Y-direction Right + 7.900 7.900 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 + 3 3 = Pl-top and pl-bottom + 2 3 = Pl-top and pl-bottom + 99 2 = 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] + 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 +[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=30 +GenerationCount=60 +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 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 +IsAdditionalPorePressure=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] + +[ZONE RESULTS] +[Column Indication] +X-Centrepoint +Y-Centrepoint +Radius +Stability factor +[End of Column Indication] +[Data] + 21.56 19.22 14.16 2.44 + 21.56 20.60 15.53 2.26 + 21.56 20.60 14.53 1.78 + 21.56 20.60 13.53 1.75 + 21.56 21.97 16.91 2.17 + 21.56 21.97 15.91 1.68 + 21.56 21.97 14.91 1.63 + 21.56 23.35 18.28 2.12 + 21.56 23.35 17.28 1.64 + 21.56 23.35 16.28 1.56 + 21.56 24.72 19.66 2.08 + 21.56 24.72 18.66 1.62 + 21.56 24.72 17.66 1.53 + 21.56 26.10 21.03 2.06 + 21.56 26.10 20.03 1.61 + 21.56 26.10 19.03 1.52 + 21.56 26.10 18.03 1.43 + 21.56 27.47 22.41 2.04 + 21.56 27.47 21.41 1.61 + 21.56 27.47 20.41 1.53 + 21.56 27.47 19.41 1.43 + 21.56 28.85 23.79 2.04 + 21.56 28.85 22.79 1.60 + 21.56 28.85 21.79 1.53 + 21.56 28.85 20.79 1.44 + 22.67 20.60 15.53 2.41 + 22.67 21.97 16.91 2.23 + 22.67 21.97 15.91 1.81 + 22.67 23.35 18.28 2.13 + 22.67 23.35 17.28 1.70 + 22.67 23.35 16.28 1.68 + 22.67 24.72 19.66 2.08 + 22.67 24.72 18.66 1.64 + 22.67 24.72 17.66 1.60 + 22.67 26.10 21.03 2.04 + 22.67 26.10 20.03 1.61 + 22.67 26.10 19.03 1.56 + 22.67 27.47 22.41 2.01 + 22.67 27.47 21.41 1.60 + 22.67 27.47 20.41 1.54 + 22.67 28.85 23.79 1.99 + 22.67 28.85 22.79 1.59 + 22.67 28.85 21.79 1.54 + 23.78 21.97 16.91 2.35 + 23.78 23.35 18.28 2.18 + 23.78 23.35 17.28 1.80 + 23.78 24.72 19.66 2.08 + 23.78 24.72 18.66 1.69 + 23.78 24.72 17.66 1.73 + 23.78 26.10 21.03 2.02 + 23.78 26.10 20.03 1.62 + 23.78 26.10 19.03 1.63 + 23.78 27.47 22.41 1.99 + 23.78 27.47 21.41 1.59 + 23.78 27.47 20.41 1.57 + 23.78 28.85 23.79 1.97 + 23.78 28.85 22.79 1.57 + 23.78 28.85 21.79 1.55 + 24.90 23.35 18.28 2.28 + 24.90 24.72 19.66 2.13 + 24.90 24.72 18.66 1.78 + 24.90 26.10 21.03 2.04 + 24.90 26.10 20.03 1.66 + 24.90 27.47 22.41 1.99 + 24.90 27.47 21.41 1.59 + 24.90 28.85 23.79 1.97 + 24.90 28.85 22.79 1.56 + 26.01 24.72 19.66 2.25 + 26.01 26.10 21.03 2.12 + 26.01 26.10 20.03 1.75 + 26.01 27.47 22.41 2.03 + 26.01 27.47 21.41 1.65 + 26.01 28.85 23.79 1.99 + 26.01 28.85 22.79 1.59 + 27.12 26.10 21.03 2.27 + 27.12 27.47 22.41 2.17 + 27.12 27.47 21.41 1.76 + 27.12 28.85 23.79 2.11 + 27.12 28.85 22.79 1.67 + 28.24 15.09 9.03 5.76 + 28.24 27.47 22.41 2.44 + 28.24 28.85 23.79 2.32 + 29.35 15.09 10.03 5.68 + 29.35 15.09 9.03 4.66 + 29.35 16.47 10.40 4.06 + 30.46 15.09 10.03 5.09 + 30.46 15.09 9.03 3.88 + 30.46 16.47 11.40 4.77 + 30.46 16.47 10.40 3.56 + 30.46 17.84 11.78 3.37 + 31.58 15.09 10.03 4.69 + 31.58 15.09 9.03 3.40 + 31.58 16.47 11.40 4.56 + 31.58 16.47 10.40 3.23 + 31.58 17.84 12.78 4.67 + 31.58 17.84 11.78 3.14 + 31.58 19.22 13.16 3.14 + 31.58 20.60 14.53 3.27 + 32.69 15.09 10.03 4.61 + 32.69 15.09 9.03 3.11 + 32.69 16.47 11.40 4.88 + 32.69 16.47 10.40 3.07 + 32.69 17.84 12.78 5.17 + 32.69 17.84 11.78 3.20 + 32.69 19.22 14.16 5.40 + 32.69 19.22 13.16 3.45 + 32.69 20.60 15.53 5.58 + 32.69 20.60 14.53 3.67 + 32.69 21.97 15.91 3.85 + 20.44 17.84 12.78 2.48 + 20.44 19.22 14.16 2.28 + 20.44 19.22 13.16 1.78 + 20.44 19.22 12.16 1.73 + 20.44 20.60 15.53 2.17 + 20.44 20.60 14.53 1.67 + 20.44 20.60 13.53 1.60 + 20.44 20.60 12.53 1.56 + 20.44 21.97 16.91 2.13 + 20.44 21.97 15.91 1.62 + 20.44 21.97 14.91 1.53 + 20.44 21.97 13.91 1.46 + 20.44 23.35 18.28 2.11 + 20.44 23.35 17.28 1.61 + 20.44 23.35 16.28 1.50 + 20.44 23.35 15.28 1.41 + 20.44 24.72 19.66 2.10 + 20.44 24.72 18.66 1.61 + 20.44 24.72 17.66 1.50 + 20.44 24.72 16.66 1.40 + 20.44 26.10 21.03 2.09 + 20.44 26.10 20.03 1.61 + 20.44 26.10 19.03 1.51 + 20.44 26.10 18.03 1.40 + 20.44 27.47 22.41 2.10 + 20.44 27.47 21.41 1.62 + 20.44 27.47 20.41 1.52 + 20.44 27.47 19.41 1.42 + 20.44 28.85 23.79 2.11 + 20.44 28.85 22.79 1.63 + 20.44 28.85 21.79 1.53 + 20.44 28.85 20.79 1.43 + 19.33 17.84 12.78 2.33 + 19.33 17.84 11.78 1.81 + 19.33 19.22 14.16 2.20 + 19.33 19.22 13.16 1.68 + 19.33 19.22 12.16 1.60 + 19.33 19.22 11.16 1.55 + 19.33 20.60 15.53 2.15 + 19.33 20.60 14.53 1.62 + 19.33 20.60 13.53 1.52 + 19.33 20.60 12.53 1.45 + 19.33 21.97 16.91 2.12 + 19.33 21.97 15.91 1.60 + 19.33 21.97 14.91 1.49 + 19.33 21.97 13.91 1.39 + 19.33 23.35 18.28 2.12 + 19.33 23.35 17.28 1.60 + 19.33 23.35 16.28 1.49 + 19.33 23.35 15.28 1.38 + 19.33 24.72 19.66 2.12 + 19.33 24.72 18.66 1.60 + 19.33 24.72 17.66 1.50 + 19.33 24.72 16.66 1.39 + 19.33 26.10 21.03 2.14 + 19.33 26.10 20.03 1.61 + 19.33 26.10 19.03 1.51 + 19.33 26.10 18.03 1.41 + 19.33 27.47 22.41 2.17 + 19.33 27.47 21.41 1.64 + 19.33 27.47 20.41 1.52 + 19.33 27.47 19.41 1.43 + 19.33 27.47 18.41 1.33 + 19.33 28.85 23.79 2.20 + 19.33 28.85 22.79 1.66 + 19.33 28.85 21.79 1.55 + 19.33 28.85 20.79 1.45 + 19.33 28.85 19.79 1.35 + 18.22 17.84 12.78 2.27 + 18.22 17.84 11.78 1.73 + 18.22 17.84 10.78 1.66 + 18.22 17.84 9.78 1.58 + 18.22 19.22 14.16 2.20 + 18.22 19.22 13.16 1.65 + 18.22 19.22 12.16 1.54 + 18.22 19.22 11.16 1.46 + 18.22 20.60 15.53 2.16 + 18.22 20.60 14.53 1.62 + 18.22 20.60 13.53 1.51 + 18.22 20.60 12.53 1.39 + 18.22 21.97 16.91 2.15 + 18.22 21.97 15.91 1.61 + 18.22 21.97 14.91 1.50 + 18.22 21.97 13.91 1.38 + 18.22 21.97 12.91 1.28 + 18.22 23.35 18.28 2.15 + 18.22 23.35 17.28 1.61 + 18.22 23.35 16.28 1.50 + 18.22 23.35 15.28 1.39 + 18.22 23.35 14.28 1.28 + 18.22 24.72 19.66 2.17 + 18.22 24.72 18.66 1.62 + 18.22 24.72 17.66 1.51 + 18.22 24.72 16.66 1.41 + 18.22 24.72 15.66 1.30 + 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