Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityInwards/DamMacroStabilityInwardsKernelWrapperTests.cs =================================================================== diff -u -r1012 -r1034 --- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityInwards/DamMacroStabilityInwardsKernelWrapperTests.cs (.../DamMacroStabilityInwardsKernelWrapperTests.cs) (revision 1012) +++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityInwards/DamMacroStabilityInwardsKernelWrapperTests.cs (.../DamMacroStabilityInwardsKernelWrapperTests.cs) (revision 1034) @@ -40,7 +40,7 @@ namespace Deltares.DamEngine.Calculators.Tests.KernelWrappers.DamMacroStabilityInwards { [TestFixture] - public class DamMacroStabilityTests + public class DamMacroStabilityInwardsKernelWrapperTests { private const string TestFolder = @"..\..\Deltares.DamEngine.Calculators.Tests\KernelWrappers\DamMacroStabilityCommon\TestData"; Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/DamMacroStabilityInwards/DamMacroStabilityInwardsKernelWrapper.cs =================================================================== diff -u -r1028 -r1034 --- DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/DamMacroStabilityInwards/DamMacroStabilityInwardsKernelWrapper.cs (.../DamMacroStabilityInwardsKernelWrapper.cs) (revision 1028) +++ DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/DamMacroStabilityInwards/DamMacroStabilityInwardsKernelWrapper.cs (.../DamMacroStabilityInwardsKernelWrapper.cs) (revision 1034) @@ -28,11 +28,8 @@ using Deltares.DamEngine.Calculators.KernelWrappers.DamMacroStabilityCommon; using Deltares.DamEngine.Calculators.KernelWrappers.Interfaces; using Deltares.DamEngine.Calculators.Properties; -using Deltares.DamEngine.Calculators.Uplift; using Deltares.DamEngine.Data.General; -using Deltares.DamEngine.Data.General.PlLines; using Deltares.DamEngine.Data.General.Results; -using Deltares.DamEngine.Data.Geotechnics; using Deltares.DamEngine.Data.Standard.Calculation; using Deltares.DamEngine.Data.Standard.Logging; using Deltares.DamMacroStability.Calculator; @@ -115,8 +112,8 @@ { // see if uplift is required // if so, both upliftvan and bishop are to be prepared, calculated and worst case is to be determined - damMacroStabilityInput.DGeoStabilityInputFileNameSecondModel = - DamMacroStabilityUtils.GetStabilityInputFileName(damKernelInput, iterationIndex, + damMacroStabilityInput.DGeoStabilityInputFileNameSecondModel = + DamMacroStabilityUtils.GetStabilityInputFileName(damKernelInput, iterationIndex, MStabModelType.UpliftVan, FailureMechanismParametersMStab.ProjectWorkingPath); // if not, only Bishop calculation so leave SecondModel empty. break; @@ -129,9 +126,11 @@ } kernelDataInput = damMacroStabilityInput; - - // When there are two calculations to be performed (BishopUpliftVan), make sure the first one is Bishop - if (!string.IsNullOrEmpty(damMacroStabilityInput.DGeoStabilityInputFileNameSecondModel)) + + // When BishopUpliftVan is performed, make sure the first one is Bishop + var bishopUpliftVan = damMacroStabilityInput.FailureMechanismParametersMStab.MStabParameters.Model == + MStabModelType.BishopUpliftVan; + if (bishopUpliftVan) { damMacroStabilityInput.FailureMechanismParametersMStab.MStabParameters.Model = MStabModelType.Bishop; } @@ -143,25 +142,30 @@ CreateStiFile(xmlDocument); // now check if second calculation for BishopUpliftVan is needed, if so perform prepare. - if (!string.IsNullOrEmpty(damMacroStabilityInput.DGeoStabilityInputFileNameSecondModel)) + if (bishopUpliftVan) { - var inputFileName = damMacroStabilityInput.DGeoStabilityInputFileName; - // set proper name and model - damMacroStabilityInput.DGeoStabilityInputFileName = damMacroStabilityInput.DGeoStabilityInputFileNameSecondModel; - damMacroStabilityInput.FailureMechanismParametersMStab.MStabParameters.Model = MStabModelType.UpliftVan; - try + // reset model + damMacroStabilityInput.FailureMechanismParametersMStab.MStabParameters.Model = MStabModelType.BishopUpliftVan; + if (upliftSituation.IsUplift) { - // Write xml file - xmlDocument = CreateMstabDamXmlDocument(damKernelInput, damMacroStabilityInput); - // Use xml file to create sti file - CreateStiFile(xmlDocument); + var inputFileName = damMacroStabilityInput.DGeoStabilityInputFileName; + // set proper name and model + damMacroStabilityInput.DGeoStabilityInputFileName = damMacroStabilityInput.DGeoStabilityInputFileNameSecondModel; + damMacroStabilityInput.FailureMechanismParametersMStab.MStabParameters.Model = MStabModelType.UpliftVan; + try + { + // Write xml file + xmlDocument = CreateMstabDamXmlDocument(damKernelInput, damMacroStabilityInput); + // Use xml file to create sti file + CreateStiFile(xmlDocument); + } + finally + { + // reset name and model + damMacroStabilityInput.DGeoStabilityInputFileName = inputFileName; + damMacroStabilityInput.FailureMechanismParametersMStab.MStabParameters.Model = MStabModelType.BishopUpliftVan; + } } - finally - { - // reset name and model - damMacroStabilityInput.DGeoStabilityInputFileName = inputFileName; - damMacroStabilityInput.FailureMechanismParametersMStab.MStabParameters.Model = MStabModelType.BishopUpliftVan; - } } return PrepareResult.Successful; @@ -197,13 +201,14 @@ DamMacroStabilityOutput damMacroStabilityOutput = (DamMacroStabilityOutput) kernelDataOutput; messages = new List(); var input = (DamMacroStabilityInput)kernelDataInput; - - // When there are two calculations to be performed (BishopUpliftVan), make sure the first one is Bishop - if (!string.IsNullOrEmpty(input.DGeoStabilityInputFileNameSecondModel)) + + // When BishopUpliftVan is performed, make sure the first one is Bishop + var bishopUpliftVan = input.FailureMechanismParametersMStab.MStabParameters.Model == MStabModelType.BishopUpliftVan; + if (bishopUpliftVan) { input.FailureMechanismParametersMStab.MStabParameters.Model = MStabModelType.Bishop; } - + // start (first) calculation var stabilityOutputItem = ExcecuteCalculation(kernelDataInput); if (stabilityOutputItem != null) @@ -212,26 +217,32 @@ } // now check if second calculation for BishopUpliftVan is needed, if so perform it. - if (!string.IsNullOrEmpty(input.DGeoStabilityInputFileNameSecondModel)) + if (bishopUpliftVan) { - var inputFileName = input.DGeoStabilityInputFileName; - // set proper name and model - input.DGeoStabilityInputFileName = input.DGeoStabilityInputFileNameSecondModel; - input.FailureMechanismParametersMStab.MStabParameters.Model = MStabModelType.UpliftVan; - try + // reset model + input.FailureMechanismParametersMStab.MStabParameters.Model = MStabModelType.BishopUpliftVan; + + if (damMacroStabilityOutput.UpliftSituation.IsUplift) { - var stabilityOutputItemSecondModel = ExcecuteCalculation(kernelDataInput); - if (stabilityOutputItemSecondModel != null) + var inputFileName = input.DGeoStabilityInputFileName; + // set proper name and model + input.DGeoStabilityInputFileName = input.DGeoStabilityInputFileNameSecondModel; + input.FailureMechanismParametersMStab.MStabParameters.Model = MStabModelType.UpliftVan; + try { - damMacroStabilityOutput.StabilityOutputItems.Add(stabilityOutputItemSecondModel); + var stabilityOutputItemSecondModel = ExcecuteCalculation(kernelDataInput); + if (stabilityOutputItemSecondModel != null) + { + damMacroStabilityOutput.StabilityOutputItems.Add(stabilityOutputItemSecondModel); + } } + finally + { + // reset name and model + input.DGeoStabilityInputFileName = inputFileName; + input.FailureMechanismParametersMStab.MStabParameters.Model = MStabModelType.BishopUpliftVan; + } } - finally - { - // reset name and model - input.DGeoStabilityInputFileName = inputFileName; - input.FailureMechanismParametersMStab.MStabParameters.Model = MStabModelType.BishopUpliftVan; - } } } @@ -337,7 +348,7 @@ designResults = new List(); var designResult = NewDesignResult(damKernelInput); - if (damMacroStabilityOutput.StabilityOutputItems.Count > 0) + if (damMacroStabilityOutput.StabilityOutputItems.Count > 0) { var damMacroStabilityOutputItem = damMacroStabilityOutput.StabilityOutputItems[0]; if (damMacroStabilityOutputItem != null) @@ -348,25 +359,43 @@ designResults.Add(designResult); } } - if (damMacroStabilityOutput.StabilityOutputItems.Count > 1) + + var bishopUpliftVan = FailureMechanismParametersMStab.MStabParameters.Model == MStabModelType.BishopUpliftVan; + if (bishopUpliftVan) { - designResult = NewDesignResult(damKernelInput); - var damMacroStabilityOutputItem = damMacroStabilityOutput.StabilityOutputItems[1]; - if (damMacroStabilityOutputItem != null) + if (damMacroStabilityOutput.StabilityOutputItems.Count > 1) // UpliftVan was calculated { - FillDesignResult(damMacroStabilityOutputItem, designResult); - designResult.CalculationResult = damMacroStabilityOutputItem.CalculationResult; + designResult = NewDesignResult(damKernelInput); + var damMacroStabilityOutputItem = damMacroStabilityOutput.StabilityOutputItems[1]; + if (damMacroStabilityOutputItem != null) + { + FillDesignResult(damMacroStabilityOutputItem, designResult); + designResult.CalculationResult = damMacroStabilityOutputItem.CalculationResult; + designResult.StabilityDesignResults.UpliftSituation = damMacroStabilityOutput.UpliftSituation; + } + designResults.Add(designResult); + // add worst result from Bishop/UpliftVan + if (designResults[0].StabilityDesignResults.SafetyFactor <= designResults[1].StabilityDesignResults.SafetyFactor) + { + designResults.Add(designResults[0]); + } + else + { + designResults.Add(designResults[1]); + } } - designResults.Add(designResult); - // add worst result from Bishop/UpliftVan - if (designResults[0].SafetyFactor <= designResults[1].SafetyFactor) + else { + // add empty result for UpliftVan + designResult = NewDesignResult(damKernelInput); + designResult.DamFailureMechanismeCalculation.FailureMechanismParametersMStab.MStabParameters.Model = + MStabModelType.UpliftVan; + designResult.CalculationResult = CalculationResult.NoRun; + designResult.StabilityDesignResults.UpliftSituation = damMacroStabilityOutput.UpliftSituation; + designResults.Add(designResult); + // add Bishop result as final result designResults.Add(designResults[0]); } - else - { - designResults.Add(designResults[1]); - } } } Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/MacroStabilityTests.cs =================================================================== diff -u -r1028 -r1034 --- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/MacroStabilityTests.cs (.../MacroStabilityTests.cs) (revision 1028) +++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/MacroStabilityTests.cs (.../MacroStabilityTests.cs) (revision 1034) @@ -127,18 +127,53 @@ Assert.IsNotNull(outputString); var output = DamXmlSerialization.LoadOutputFromXmlString(outputString); Assert.AreEqual(1.062, output.Results.CalculationResults.DesignResults[0].StabilityDesignResults.SafetyFactor, tolerance); - // ToDo zant: add more test values + // Zone1SafetyFactor=1.062 + Assert.AreEqual(1.062, output.Results.CalculationResults.DesignResults[0].StabilityDesignResults.Zone1SafetyFactor, tolerance); + // Zone1EntryPointX Local =39.3 Global=47.72 + Assert.AreEqual(39.3, output.Results.CalculationResults.DesignResults[0].StabilityDesignResults.Zone1EntryPointX, tolerance); + // Zone1ExitPointX Local=64.442 Global=72.682 + Assert.AreEqual(64.442, output.Results.CalculationResults.DesignResults[0].StabilityDesignResults.Zone1ExitPointX, tolerance); + + // Zone2SafetyFactor null, is set to default reading from output.xml + Assert.AreEqual(0, output.Results.CalculationResults.DesignResults[0].StabilityDesignResults.Zone2SafetyFactor, tolerance); + // Zone2EntryPointX null, is set to default reading from output.xml + Assert.AreEqual(0, output.Results.CalculationResults.DesignResults[0].StabilityDesignResults.Zone2EntryPointX, tolerance); + // Zone2ExitPointX null, is set to default reading from output.xml + Assert.AreEqual(0, output.Results.CalculationResults.DesignResults[0].StabilityDesignResults.Zone2ExitPointX, tolerance); + + // NumberOfIterations=0 + Assert.AreEqual(0, output.Results.CalculationResults.DesignResults[0].StabilityDesignResults.NumberOfIterations); + // ResultMessage "" + Assert.AreEqual("", output.Results.CalculationResults.DesignResults[0].StabilityDesignResults.ResultMessage); + + // Check that a line is specified + Assert.IsNotNull(output.Results.CalculationResults.DesignResults[0].StabilityDesignResults.RedesignedSurfaceLine); + + // Profile name = DWP_1.sti + Assert.AreEqual("DWP_1.sti", output.Results.CalculationResults.DesignResults[0].ProfileName); + + // Uplift + var upliftSituation = output.Results.CalculationResults.DesignResults[0].StabilityDesignResults.UpliftSituation; + Assert.IsNotNull(upliftSituation); + Assert.AreEqual(true, upliftSituation.IsUplift); + Assert.AreEqual(1.141, upliftSituation.Pl3MinUplift, tolerance); + Assert.AreEqual(4.4, upliftSituation.Pl3HeadAdjusted, tolerance); + Assert.AreEqual(60.64, upliftSituation.Pl3LocationXMinUplift, tolerance); + Assert.AreEqual(0.0, upliftSituation.Pl4MinUplift, tolerance); + Assert.AreEqual(0.0, upliftSituation.Pl4HeadAdjusted, tolerance); + Assert.AreEqual(0.0, upliftSituation.Pl4LocationXMinUplift, tolerance); + // Calculation Result Assert.AreEqual(CalculationResult.Succeeded, ConversionHelper.ConvertToCalculationResult(output.Results.CalculationResults.DesignResults[0].CalculationResult)); } [Test] - public void TestRunMacroStabilityTutorialDesignBishopUpliftVan() + public void TestRunMacroStabilityTutorialDesignBishopUpliftVan_UpliftVanLowest() { // Expected results are determined by running dam\dam clients\DamUI\trunk\data\DamEngineTestProjects\DAM Tutorial Design // with Dam Classic rev.833 - const string calcDir = "TestOutStabBishopUpliftVan"; + const string calcDir = "TestOutStabBishopUpliftVan_UpliftVanLowest"; if (Directory.Exists(calcDir)) { Directory.Delete(calcDir, true); // delete previous results @@ -158,17 +193,115 @@ Assert.IsNotNull(outputString); var output = DamXmlSerialization.LoadOutputFromXmlString(outputString); // Bishop - Assert.AreEqual(1.282, output.Results.CalculationResults.DesignResults[0].StabilityDesignResults.SafetyFactor, tolerance); + var result = output.Results.CalculationResults.DesignResults[0].StabilityDesignResults; + Assert.AreEqual(1.282, result.SafetyFactor, tolerance); + Assert.IsNotNull(result.UpliftSituation); + Assert.IsTrue(result.UpliftSituation.IsUplift); // Uplift Van - Assert.AreEqual(1.062, output.Results.CalculationResults.DesignResults[1].StabilityDesignResults.SafetyFactor, tolerance); + result = output.Results.CalculationResults.DesignResults[1].StabilityDesignResults; + Assert.AreEqual(1.062, result.SafetyFactor, tolerance); + Assert.IsNotNull(result.UpliftSituation); // Worst of Bishop and Uplift Van - Assert.AreEqual(1.062, output.Results.CalculationResults.DesignResults[2].StabilityDesignResults.SafetyFactor, tolerance); - // ToDo zant: add more test values + result = output.Results.CalculationResults.DesignResults[2].StabilityDesignResults; + Assert.AreEqual(1.062, result.SafetyFactor, tolerance); + Assert.IsNotNull(result.UpliftSituation); // Calculation Result + Assert.AreEqual(CalculationResult.Succeeded, ConversionHelper.ConvertToCalculationResult(output.Results.CalculationResults.DesignResults[0].CalculationResult)); + Assert.AreEqual(CalculationResult.Succeeded, ConversionHelper.ConvertToCalculationResult(output.Results.CalculationResults.DesignResults[1].CalculationResult)); Assert.AreEqual(CalculationResult.Succeeded, ConversionHelper.ConvertToCalculationResult(output.Results.CalculationResults.DesignResults[2].CalculationResult)); } + [Test] + public void TestRunMacroStabilityTutorialDesignBishopUpliftVan_BishopLowest() + { + // Expected results are determined by running dam\dam clients\DamUI\trunk\data\DamEngineTestProjects\DAM Tutorial Design + // with Dam Classic rev.833 + const string calcDir = "TestOutStabBishopUpliftVan_BishopLowest"; + if (Directory.Exists(calcDir)) + { + Directory.Delete(calcDir, true); // delete previous results + } + const string fileName = @"TestFiles\MacroStabilityTutorialDesignInputFile13.xml"; + string inputString = File.ReadAllText(fileName); + inputString = ChangeInputModel(inputString, InputStabilityModelType.BishopUpliftVan); + inputString = ChangeValueInXml(inputString, "ProjectPath", ""); // Current directory will be used + inputString = ChangeValueInXml(inputString, "CalculationMap", calcDir); // Current directory will be used + inputString = ChangeValueInXml(inputString, "MapForSoilgeometries2D", @"TestFiles\DAM Tutorial Design.geometries2D.0\"); + inputString = ChangeValueInXml(inputString, "SoilDatabaseName", @"TestFiles\DAM Tutorial Design0.soilmaterials.mdb"); + EngineInterface engineInterface = new EngineInterface(inputString); + Assert.IsNotNull(engineInterface.DamProjectData); + + string outputString = engineInterface.Run(); + + Assert.IsNotNull(outputString); + var output = DamXmlSerialization.LoadOutputFromXmlString(outputString); + // Bishop + var result = output.Results.CalculationResults.DesignResults[0].StabilityDesignResults; + Assert.AreEqual(0.452, result.SafetyFactor, tolerance); + Assert.IsNotNull(result.UpliftSituation); + Assert.IsTrue(result.UpliftSituation.IsUplift); + // Uplift Van + result = output.Results.CalculationResults.DesignResults[1].StabilityDesignResults; + Assert.AreEqual(0.547, result.SafetyFactor, tolerance); + Assert.IsNotNull(result.UpliftSituation); + // Worst of Bishop and Uplift Van + result = output.Results.CalculationResults.DesignResults[2].StabilityDesignResults; + Assert.AreEqual(0.452, result.SafetyFactor, tolerance); + Assert.IsNotNull(result.UpliftSituation); + + // Calculation Result + Assert.AreEqual(CalculationResult.Succeeded, ConversionHelper.ConvertToCalculationResult(output.Results.CalculationResults.DesignResults[0].CalculationResult)); + Assert.AreEqual(CalculationResult.Succeeded, ConversionHelper.ConvertToCalculationResult(output.Results.CalculationResults.DesignResults[1].CalculationResult)); + Assert.AreEqual(CalculationResult.Succeeded, ConversionHelper.ConvertToCalculationResult(output.Results.CalculationResults.DesignResults[2].CalculationResult)); + } + + [Test] + public void TestRunMacroStabilityTutorialDesignBishopUpliftVan_NoUplift() + { + // Expected results are determined by running dam\dam clients\DamUI\trunk\data\DamEngineTestProjects\DAM Tutorial Design + // with Dam Classic rev.833 + const string calcDir = "TestOutStabBishopUpliftVan_NoUplift"; + if (Directory.Exists(calcDir)) + { + Directory.Delete(calcDir, true); // delete previous results + } + const string fileName = @"TestFiles\MacroStabilityTutorialDesignInputFile18.xml"; + string inputString = File.ReadAllText(fileName); + inputString = ChangeInputModel(inputString, InputStabilityModelType.BishopUpliftVan); + inputString = ChangeValueInXml(inputString, "ProjectPath", ""); // Current directory will be used + inputString = ChangeValueInXml(inputString, "CalculationMap", calcDir); // Current directory will be used + inputString = ChangeValueInXml(inputString, "MapForSoilgeometries2D", @"TestFiles\DAM Tutorial Design.geometries2D.0\"); + inputString = ChangeValueInXml(inputString, "SoilDatabaseName", @"TestFiles\DAM Tutorial Design0.soilmaterials.mdb"); + EngineInterface engineInterface = new EngineInterface(inputString); + Assert.IsNotNull(engineInterface.DamProjectData); + + string outputString = engineInterface.Run(); + + Assert.IsNotNull(outputString); + var output = DamXmlSerialization.LoadOutputFromXmlString(outputString); + // Bishop + var result = output.Results.CalculationResults.DesignResults[0].StabilityDesignResults; + Assert.IsTrue(result.SafetyFactorSpecified); + Assert.AreEqual(1.458, result.SafetyFactor, tolerance); + Assert.IsNotNull(result.UpliftSituation); + Assert.IsFalse(result.UpliftSituation.IsUplift); + // Uplift Van + result = output.Results.CalculationResults.DesignResults[1].StabilityDesignResults; + Assert.IsFalse(result.SafetyFactorSpecified); + Assert.IsNotNull(result.UpliftSituation); + // Worst of Bishop and Uplift Van + result = output.Results.CalculationResults.DesignResults[2].StabilityDesignResults; + Assert.IsTrue(result.SafetyFactorSpecified); + Assert.AreEqual(1.458, result.SafetyFactor, tolerance); + Assert.IsNotNull(result.UpliftSituation); + + // Calculation Result + Assert.AreEqual(CalculationResult.Succeeded, ConversionHelper.ConvertToCalculationResult(output.Results.CalculationResults.DesignResults[0].CalculationResult)); + Assert.AreEqual(CalculationResult.NoRun, ConversionHelper.ConvertToCalculationResult(output.Results.CalculationResults.DesignResults[1].CalculationResult)); + Assert.AreEqual(CalculationResult.Succeeded, ConversionHelper.ConvertToCalculationResult(output.Results.CalculationResults.DesignResults[2].CalculationResult)); + } + public string ChangeInputModel(string input, InputStabilityModelType modelType) { string pattern = "StabilityModelType=\"Bishop\""; Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile18.xml =================================================================== diff -u --- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile18.xml (revision 0) +++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile18.xml (revision 1034) @@ -0,0 +1,327 @@ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ No newline at end of file Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/DAM Tutorial Design.geometries2D.0/DWP_13.sti =================================================================== diff -u --- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/DAM Tutorial Design.geometries2D.0/DWP_13.sti (revision 0) +++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/DAM Tutorial Design.geometries2D.0/DWP_13.sti (revision 1034) @@ -0,0 +1,1388 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 13:08:34 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_199_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.90 +SoilGamWet=18.30 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=23.80 +SoilDilatancy=23.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei duinkerke +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (naast) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.80 +SoilPhi=14.70 +SoilDilatancy=14.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (onder) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=8.00 +SoilPhi=24.70 +SoilDilatancy=24.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand los +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand WVP +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei duinkerke (0) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (naast) (0) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand WVP +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 45 - Number of geometry points - + 1 0.000 -0.250 0.000 + 2 8.680 -0.200 0.000 + 3 14.850 -0.530 0.000 + 4 17.090 -0.350 0.000 + 5 19.470 -0.190 0.000 + 6 21.750 0.080 0.000 + 7 23.910 0.370 0.000 + 8 26.430 1.670 0.000 + 9 27.630 1.990 0.000 + 10 28.220 2.330 0.000 + 11 29.340 2.600 0.000 + 12 30.420 2.710 0.000 + 13 33.430 2.750 0.000 + 14 36.580 2.670 0.000 + 15 37.580 2.570 0.000 + 16 38.680 2.240 0.000 + 17 41.120 1.300 0.000 + 18 43.660 0.420 0.000 + 19 47.050 0.140 0.000 + 20 49.150 -0.500 0.000 + 21 50.946 -1.500 0.000 + 22 51.090 -1.580 0.000 + 23 60.130 -2.060 0.000 + 24 74.320 -2.200 0.000 + 25 0.000 -1.500 0.000 + 26 24.038 -1.500 0.000 + 27 43.700 -1.500 0.000 + 28 0.000 -4.500 0.000 + 29 24.038 -4.500 0.000 + 30 43.759 -4.500 0.000 + 31 51.128 -4.500 0.000 + 32 74.320 -4.500 0.000 + 33 0.000 -15.000 0.000 + 34 74.320 -15.000 0.000 + 35 0.000 1.500 0.000 + 36 17.743 1.500 0.000 + 37 26.038 1.500 0.000 + 38 28.100 1.200 0.000 + 39 37.026 1.200 0.000 + 40 51.890 -3.000 0.000 + 41 74.320 -3.000 0.000 + 42 51.000 -1.310 0.000 + 43 74.320 -2.108 0.000 + 44 47.050 -1.650 0.000 + 45 17.766 1.500 0.000 +[END OF POINTS] + +[CURVES] + 44 - 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 + 15 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 19 + 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 + 20 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 19 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 21 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 26 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 44 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 40 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 45 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 42 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 34 + 1 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 28 33 31 32 + 2 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 28 29 26 30 31 32 + 3 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 28 29 26 27 21 22 23 + 4 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 25 26 27 21 22 23 + 5 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 24 19 20 21 22 23 + 6 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 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] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 35 36 37 38 41 42 39 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 43 44 40 +[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] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand WVP + 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 + Veen Holland (onder) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei duinkerke + 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 + 6 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_196 +Binnenwaartse stabiliteit [STBI] +Km 10-19,4 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 100 100 + 4 100 100 100 + 3 100 100 100 100 + 2 100 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 +[CIRCLES] + 40.976 54.979 10 X-direction + 5.990 14.599 5 Y-direction + -0.579 -12.000 10 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 + 15.00 = magnitude + 33.28 35.78 = xstart and xend + 45.00 = distribution angle + 2 = temporary 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] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 10 +[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 + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = 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] + 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=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/DAM Tutorial Design.geometries2D.0/DWP_18.sti =================================================================== diff -u --- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/DAM Tutorial Design.geometries2D.0/DWP_18.sti (revision 0) +++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/DAM Tutorial Design.geometries2D.0/DWP_18.sti (revision 1034) @@ -0,0 +1,3418 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 14:09:10 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_286_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 19 = number of items +[SOIL] +Dijkmateriaal kleiig (OB) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKN) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKO) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVO) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Pleistoceen +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Dijkmateriaal +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand OA (0-27,5) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (0-28) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (0-28) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (1-20) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (1-20) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (OB) +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKN) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKO) +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVN) +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVO) +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.90 +SoilGamWet=18.30 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=23.80 +SoilDilatancy=23.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand los +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei duinkerke +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand WVP +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand WVP +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +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=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 64 - Number of geometry points - + 1 0.000 1.300 0.000 + 2 0.000 -0.300 0.000 + 3 66.220 -0.300 0.000 + 4 28.500 0.700 0.000 + 5 31.807 1.680 0.000 + 6 32.791 1.960 0.000 + 7 36.120 2.290 0.000 + 8 0.000 0.470 0.000 + 9 11.290 0.340 0.000 + 10 12.170 -0.060 0.000 + 11 12.960 -0.070 0.000 + 12 13.980 0.320 0.000 + 13 19.510 0.350 0.000 + 14 24.720 0.520 0.000 + 15 42.760 0.400 0.000 + 16 43.710 0.180 0.000 + 17 46.740 0.040 0.000 + 18 46.940 -0.020 0.000 + 19 47.150 0.040 0.000 + 20 50.080 0.330 0.000 + 21 50.130 0.240 0.000 + 22 53.080 0.190 0.000 + 23 55.410 0.260 0.000 + 24 55.830 0.350 0.000 + 25 66.220 0.740 0.000 + 26 28.456 0.000 0.000 + 27 38.900 0.000 0.000 + 28 28.473 -2.000 0.000 + 29 38.900 -2.000 0.000 + 30 0.000 -2.000 0.000 + 31 28.508 -5.500 0.000 + 32 38.900 -5.500 0.000 + 33 0.000 -5.500 0.000 + 34 28.569 -11.500 0.000 + 35 38.900 -11.500 0.000 + 36 0.000 -11.500 0.000 + 37 41.499 0.269 0.000 + 38 33.500 2.390 0.000 + 39 27.231 0.170 0.000 + 40 25.810 0.730 0.000 + 41 28.640 1.700 0.000 + 42 31.520 2.680 0.000 + 43 32.720 2.960 0.000 + 44 33.830 2.990 0.000 + 45 34.350 2.970 0.000 + 46 34.960 2.950 0.000 + 47 36.170 2.890 0.000 + 48 37.110 2.540 0.000 + 49 40.630 1.200 0.000 + 50 66.220 -2.000 0.000 + 51 66.220 -5.500 0.000 + 52 66.220 -11.500 0.000 + 53 0.000 -15.000 0.000 + 54 66.220 -15.000 0.000 + 55 0.000 1.700 0.000 + 56 28.547 1.700 0.000 + 57 39.267 1.100 0.000 + 58 50.000 -0.800 0.000 + 59 66.220 -0.800 0.000 + 60 66.220 0.600 0.000 + 61 41.404 0.289 0.000 + 62 43.644 0.047 0.000 + 63 29.931 1.110 0.000 + 64 42.506 0.670 0.000 +[END OF POINTS] + +[CURVES] + 63 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 37 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 39 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 26 + 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 + 27 37 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 15 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 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 + 29 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 31 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 29 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 31 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 34 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 32 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 34 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 38 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 7 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 4 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 40 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 15 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 50 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 51 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 52 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 56 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 61 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 62 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 58 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 63 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 57 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 64 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 60 +[END OF CURVES] + +[BOUNDARIES] + 13 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 59 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 36 34 53 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 36 34 35 52 + 3 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 36 34 35 31 51 + 4 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 36 34 35 31 27 23 24 10 11 12 + 13 14 15 16 17 18 19 + 5 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 32 33 34 35 31 27 23 24 10 11 + 12 13 14 15 16 17 18 19 + 6 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 32 30 31 27 23 24 10 11 12 13 + 14 15 16 17 18 19 + 7 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 28 29 30 31 27 23 24 10 11 12 + 13 14 15 16 17 18 19 + 8 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 28 26 27 23 24 10 11 12 13 14 + 15 16 17 18 19 + 9 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 4 5 6 7 8 9 20 21 25 26 + 27 23 24 10 11 12 13 14 15 16 + 17 18 19 + 10 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 4 5 6 7 8 9 20 21 22 23 + 24 10 11 12 13 14 15 16 17 18 + 19 + 11 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 4 5 6 7 8 9 20 39 1 2 + 37 38 3 24 10 11 12 13 14 15 + 16 17 18 19 + 12 - Boundary number + 27 - number of curves on boundary, next line(s) are curvenumbers + 4 5 6 7 8 9 40 41 42 43 + 44 45 46 47 48 49 50 10 11 12 + 13 14 15 16 17 18 19 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 13 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 13 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 13 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 54 60 61 56 57 58 55 + 2 - PlLine number + 2 - number of curves on PlLine, next line(s) are curvenumbers + 62 63 +[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] + 12 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand WVP + 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 duinkerke + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei duinkerke + 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 + klei duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei duinkerke + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei duinkerke + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei duinkerke + 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 + klei duinkerke + 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 + klei duinkerke + 1 - 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 + klei duinkerke + 1 - Piezometric level line at top of layer + 99 - 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 + zand los + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + Klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_283 +Binnenwaartse stabiliteit [STBI] +Km 10-28,0 +[MODEL] + 1 : Bishop + 2 : Stress tables + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 12 Number of layers + 12 100 + 11 100 100 + 10 100 100 100 + 9 100 100 100 100 + 8 100 100 100 100 100 + 7 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 0 + 100 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[CIRCLES] + 38.075 51.785 10 X-direction + 8.732 17.292 5 Y-direction + 1.892 -8.108 10 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 + 13.30 = magnitude + 33.11 35.61 = xstart and xend + 45.00 = distribution angle + 2 = temporary 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] + 14 = number of items +[STRESS CURVE] +GD (DKN) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.31 +SoilStressTableTau=2.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=8.62 +SoilStressTableTau=4.71 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=12.92 +SoilStressTableTau=6.78 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=17.23 +SoilStressTableTau=8.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.54 +SoilStressTableTau=10.86 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.85 +SoilStressTableTau=12.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.16 +SoilStressTableTau=14.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.47 +SoilStressTableTau=15.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.77 +SoilStressTableTau=17.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.08 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=47.39 +SoilStressTableTau=19.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.70 +SoilStressTableTau=21.33 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.01 +SoilStressTableTau=22.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=60.31 +SoilStressTableTau=24.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.62 +SoilStressTableTau=25.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.93 +SoilStressTableTau=27.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.24 +SoilStressTableTau=27.48 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.55 +SoilStressTableTau=28.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (DKO) +21 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.82 +SoilStressTableTau=3.77 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.63 +SoilStressTableTau=6.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.45 +SoilStressTableTau=8.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.27 +SoilStressTableTau=10.49 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.08 +SoilStressTableTau=12.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=28.90 +SoilStressTableTau=14.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.72 +SoilStressTableTau=16.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.53 +SoilStressTableTau=17.99 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.35 +SoilStressTableTau=19.23 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=48.17 +SoilStressTableTau=20.63 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=52.98 +SoilStressTableTau=22.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=57.80 +SoilStressTableTau=23.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=62.62 +SoilStressTableTau=24.91 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.43 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.25 +SoilStressTableTau=27.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.07 +SoilStressTableTau=28.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=81.88 +SoilStressTableTau=30.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=86.70 +SoilStressTableTau=31.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=91.52 +SoilStressTableTau=33.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.33 +SoilStressTableTau=34.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVN) +12 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=3.67 +SoilStressTableTau=1.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=7.34 +SoilStressTableTau=3.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=11.01 +SoilStressTableTau=5.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.68 +SoilStressTableTau=7.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=18.35 +SoilStressTableTau=9.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=22.01 +SoilStressTableTau=11.27 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.68 +SoilStressTableTau=13.18 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.35 +SoilStressTableTau=13.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.02 +SoilStressTableTau=14.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.69 +SoilStressTableTau=16.61 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.36 +SoilStressTableTau=17.73 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVO) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.92 +SoilStressTableTau=3.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.84 +SoilStressTableTau=8.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.75 +SoilStressTableTau=14.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.67 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.59 +SoilStressTableTau=21.53 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.51 +SoilStressTableTau=23.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.42 +SoilStressTableTau=25.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.34 +SoilStressTableTau=27.80 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=44.26 +SoilStressTableTau=29.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.18 +SoilStressTableTau=31.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=54.09 +SoilStressTableTau=31.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.01 +SoilStressTableTau=33.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=63.93 +SoilStressTableTau=34.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.85 +SoilStressTableTau=36.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.76 +SoilStressTableTau=37.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=78.68 +SoilStressTableTau=38.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=83.60 +SoilStressTableTau=41.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.52 +SoilStressTableTau=42.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (OB) +20 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=5.16 +SoilStressTableTau=2.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.33 +SoilStressTableTau=4.82 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=15.49 +SoilStressTableTau=7.72 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=20.65 +SoilStressTableTau=10.13 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.81 +SoilStressTableTau=12.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.97 +SoilStressTableTau=13.97 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.14 +SoilStressTableTau=15.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=41.30 +SoilStressTableTau=18.15 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.46 +SoilStressTableTau=19.69 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.62 +SoilStressTableTau=21.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.79 +SoilStressTableTau=22.87 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=61.95 +SoilStressTableTau=24.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.11 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.27 +SoilStressTableTau=28.45 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.44 +SoilStressTableTau=30.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=82.60 +SoilStressTableTau=33.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=87.76 +SoilStressTableTau=34.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=92.92 +SoilStressTableTau=36.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=103.25 +SoilStressTableTau=37.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.43 +SoilStressTableTau=9.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.86 +SoilStressTableTau=15.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.29 +SoilStressTableTau=22.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.72 +SoilStressTableTau=28.60 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.16 +SoilStressTableTau=35.05 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=80.59 +SoilStressTableTau=41.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=94.02 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=107.45 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=120.88 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=2.43 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.04 +SoilStressTableTau=17.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.08 +SoilStressTableTau=35.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=108.13 +SoilStressTableTau=49.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=144.17 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=180.21 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=216.25 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=252.30 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=288.34 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=324.38 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=6.63 +SoilStressTableTau=2.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.26 +SoilStressTableTau=6.20 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.89 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.52 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.14 +SoilStressTableTau=9.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.77 +SoilStressTableTau=13.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.40 +SoilStressTableTau=18.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.03 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.66 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=7.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.88 +SoilStressTableTau=14.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.76 +SoilStressTableTau=20.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.64 +SoilStressTableTau=26.88 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.52 +SoilStressTableTau=32.90 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.41 +SoilStressTableTau=38.84 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.29 +SoilStressTableTau=39.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=69.17 +SoilStressTableTau=39.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=79.05 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.93 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Dijkmateriaal kleiig (OB) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=3.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.69 +SoilStressTableTau=7.31 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.37 +SoilStressTableTau=13.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=32.06 +SoilStressTableTau=19.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=42.74 +SoilStressTableTau=25.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.43 +SoilStressTableTau=31.42 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.11 +SoilStressTableTau=36.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=74.80 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=85.48 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.17 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (1-20) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=73.79 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (0-28) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=106.34 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand (0-30) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=115.47 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand OA (0-27,5) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=104.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 11 +[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 + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 12 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = 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] + 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=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile13.xml =================================================================== diff -u --- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile13.xml (revision 0) +++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile13.xml (revision 1034) @@ -0,0 +1,321 @@ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ No newline at end of file Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/Deltares.DamEngine.Interface.Tests.csproj =================================================================== diff -u -r981 -r1034 --- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/Deltares.DamEngine.Interface.Tests.csproj (.../Deltares.DamEngine.Interface.Tests.csproj) (revision 981) +++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/Deltares.DamEngine.Interface.Tests.csproj (.../Deltares.DamEngine.Interface.Tests.csproj) (revision 1034) @@ -79,6 +79,12 @@ PreserveNewest + + PreserveNewest + + + PreserveNewest + @@ -91,6 +97,12 @@ PreserveNewest + + PreserveNewest + + + PreserveNewest + PreserveNewest