Fisheye: Tag 1105 refers to a dead (removed) revision in file `DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/DeltaDijk normal.geometries2D.0/DeltaDijk small.damx'.
Fisheye: No comparison available. Pass `N' to diff?
Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/Invoer10.xml
===================================================================
diff -u
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/Invoer10.xml (revision 0)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/Invoer10.xml (revision 1105)
@@ -0,0 +1,282 @@
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\ No newline at end of file
Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityInwards/DamMacroStabilityInwardsKernelWrapperTests.cs
===================================================================
diff -u -r1103 -r1105
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityInwards/DamMacroStabilityInwardsKernelWrapperTests.cs (.../DamMacroStabilityInwardsKernelWrapperTests.cs) (revision 1103)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityInwards/DamMacroStabilityInwardsKernelWrapperTests.cs (.../DamMacroStabilityInwardsKernelWrapperTests.cs) (revision 1105)
@@ -160,11 +160,8 @@
}
}
- private XDocument ModifiedXmlDocument(string stiFileName)
+ private XDocument ModifiedXmlDocument(string xmlFileName, string stiFileName, string soilDbName, string geometryFileName)
{
- var xmlFileName = Path.Combine(TestFolder, "test.xml");
- var geometryFileName = Path.Combine(TestFolder, "DWP_1.sti");
- var soilDbName = Path.Combine(TestFolder, "DAM Tutorial Design0.soilmaterials.mdb");
// modify name of output sti file
XDocument xDocument = XDocument.Load(xmlFileName);
XElement inputElement = (from element in xDocument.Root.Descendants()
@@ -192,14 +189,18 @@
[Test]
public void TestCreateDGeoStabilityInputFile()
{
+ var xmlFileName = Path.Combine(TestFolder, "test.xml");
+ var soilDbName = Path.Combine(TestFolder, "DAM Tutorial Design0.soilmaterials.mdb");
+ var geometryFileName = Path.Combine(TestFolder, "DWP_1.sti");
+
var stiFileName = Path.Combine(TestFolder, "test.sti");
var expectedStiFileName = Path.Combine(TestFolder, "expectedTest.sti");
if (File.Exists(stiFileName))
{
File.Delete(stiFileName);
}
- var xDocument = ModifiedXmlDocument(stiFileName);
+ var xDocument = ModifiedXmlDocument(xmlFileName, stiFileName, soilDbName, geometryFileName);
var kernelWrapper = new DamMacroStabilityInwardsKernelWrapper();
kernelWrapper.CreateStiFile(xDocument);
Assert.IsTrue(File.Exists(stiFileName));
Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/ZoneType.geometries2D.0/DWP_10.sti
===================================================================
diff -u
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/ZoneType.geometries2D.0/DWP_10.sti (revision 0)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/ZoneType.geometries2D.0/DWP_10.sti (revision 1105)
@@ -0,0 +1,1524 @@
+Input file for D-Geo Stability : Stability of earth slopes.
+==============================================================================
+COMPANY :
+LICENSE : Unknown
+DATE : 19-7-2013
+TIME : 12:41:08
+FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Y_149_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=18.00
+SoilGamWet=19.00
+SoilRestSlope=0
+SoilCohesion=5.00
+SoilPhi=21.00
+SoilDilatancy=21.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+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 antropogeen
+SoilColor=5953498
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.50
+SoilGamWet=19.50
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=27.00
+SoilDilatancy=27.00
+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]
+klei
+SoilColor=32768
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.00
+SoilGamWet=17.00
+SoilRestSlope=0
+SoilCohesion=4.00
+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]
+klei humeus
+SoilColor=9094655
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=16.00
+SoilGamWet=16.00
+SoilRestSlope=0
+SoilCohesion=3.00
+SoilPhi=20.00
+SoilDilatancy=20.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+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
+SoilColor=16512
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=10.50
+SoilGamWet=10.50
+SoilRestSlope=0
+SoilCohesion=2.50
+SoilPhi=15.00
+SoilDilatancy=15.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+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
+SoilColor=9764853
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.00
+SoilGamWet=19.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=31.00
+SoilDilatancy=31.00
+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 (0)
+SoilColor=9211020
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=10.50
+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]
+klei (0)
+SoilColor=11316396
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.00
+SoilGamWet=17.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+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
+SoilColor=9946300
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.00
+SoilGamWet=19.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=31.00
+SoilDilatancy=31.00
+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]
+[END OF SOIL COLLECTION]
+
+[GEOMETRY DATA]
+[ACCURACY]
+ 0.0010
+[END OF ACCURACY]
+
+[POINTS]
+ 70 - Number of geometry points -
+ 1 0.000 0.030 0.000
+ 2 9.170 -0.060 0.000
+ 3 10.300 -0.040 0.000
+ 4 10.760 -0.890 0.000
+ 5 11.350 -1.250 0.000
+ 6 12.080 -1.120 0.000
+ 7 12.400 -0.390 0.000
+ 8 12.690 -0.050 0.000
+ 9 13.273 0.005 0.000
+ 10 14.453 0.003 0.000
+ 11 16.410 -0.030 0.000
+ 12 16.495 -0.020 0.000
+ 13 18.120 0.180 0.000
+ 14 21.820 1.190 0.000
+ 15 25.640 2.280 0.000
+ 16 29.550 3.580 0.000
+ 17 29.860 3.740 0.000
+ 18 30.570 3.790 0.000
+ 19 31.880 3.800 0.000
+ 20 33.180 3.810 0.000
+ 21 34.550 3.540 0.000
+ 22 35.690 2.900 0.000
+ 23 36.550 2.570 0.000
+ 24 37.100 2.570 0.000
+ 25 37.850 2.600 0.000
+ 26 41.240 2.910 0.000
+ 27 43.040 3.040 0.000
+ 28 46.970 3.090 0.000
+ 29 47.910 2.990 0.000
+ 30 48.970 2.830 0.000
+ 31 51.230 2.720 0.000
+ 32 52.230 2.670 0.000
+ 33 54.290 1.640 0.000
+ 34 54.520 1.440 0.000
+ 35 57.900 0.970 0.000
+ 36 59.960 -0.290 0.000
+ 37 60.100 -0.413 0.000
+ 38 60.705 -0.949 0.000
+ 39 60.830 -1.060 0.000
+ 40 61.280 -1.320 0.000
+ 41 61.950 -1.130 0.000
+ 42 62.470 -0.500 0.000
+ 43 76.680 -0.520 0.000
+ 44 32.000 0.000 0.000
+ 45 58.000 -0.400 0.000
+ 46 0.000 -3.000 0.000
+ 47 16.000 -3.000 0.000
+ 48 32.000 -3.000 0.000
+ 49 58.000 -3.200 0.000
+ 50 60.700 -3.201 0.000
+ 51 0.000 -5.000 0.000
+ 52 16.000 -5.000 0.000
+ 53 32.000 -5.000 0.000
+ 54 58.000 -5.000 0.000
+ 55 60.700 -5.000 0.000
+ 56 62.000 -3.202 0.000
+ 57 76.680 -3.206 0.000
+ 58 62.000 -5.000 0.000
+ 59 76.680 -5.000 0.000
+ 60 0.000 -10.276 0.000
+ 61 76.680 -10.276 0.000
+ 62 0.000 3.100 0.000
+ 63 28.110 3.100 0.000
+ 64 34.000 3.100 0.000
+ 65 55.000 -1.000 0.000
+ 66 76.680 -1.000 0.000
+ 67 36.664 2.400 0.000
+ 68 60.500 1.100 0.000
+ 69 76.680 1.000 0.000
+ 70 11.121 3.100 0.000
+[END OF POINTS]
+
+[CURVES]
+ 70 - 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
+ 24 25
+ 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 28
+ 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 30
+ 30 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 31
+ 31 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 32
+ 32 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 32 33
+ 33 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 33 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 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
+ 39 40
+ 40 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 40 41
+ 41 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 41 42
+ 42 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 42 43
+ 43 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 12 44
+ 44 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 44 45
+ 45 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 45 37
+ 46 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 46 47
+ 47 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 47 48
+ 48 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 48 49
+ 49 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 49 50
+ 50 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 38
+ 51 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 51 52
+ 52 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 52 53
+ 53 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 53 54
+ 54 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 54 55
+ 55 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 55 50
+ 56 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 41 56
+ 57 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 56 57
+ 58 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 56
+ 59 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 55 58
+ 60 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 58 56
+ 61 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 58 59
+ 62 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 60 61
+ 63 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 62 63
+ 64 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 63 64
+ 65 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 64 65
+ 66 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 65 66
+ 67 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 67 68
+ 68 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 68 69
+ 69 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 62 70
+ 70 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 70 67
+[END OF CURVES]
+
+[BOUNDARIES]
+ 9 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 62
+ 1 - Boundary number
+ 6 - number of curves on boundary, next line(s) are curvenumbers
+ 51 52 53 54 59 61
+ 2 - Boundary number
+ 7 - number of curves on boundary, next line(s) are curvenumbers
+ 51 52 53 54 59 60 57
+ 3 - Boundary number
+ 7 - number of curves on boundary, next line(s) are curvenumbers
+ 51 52 53 54 55 58 57
+ 4 - Boundary number
+ 11 - number of curves on boundary, next line(s) are curvenumbers
+ 51 52 53 54 55 50 38 39 40 56
+ 57
+ 5 - Boundary number
+ 11 - number of curves on boundary, next line(s) are curvenumbers
+ 51 52 53 54 55 50 38 39 40 41
+ 42
+ 6 - Boundary number
+ 10 - number of curves on boundary, next line(s) are curvenumbers
+ 46 47 48 49 50 38 39 40 41 42
+ 7 - Boundary number
+ 20 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 7 8 9 10
+ 11 43 44 45 37 38 39 40 41 42
+ 8 - Boundary number
+ 42 - 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 24 25 26 27 28 29 30
+ 31 32 33 34 35 36 37 38 39 40
+ 41 42
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 9 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+ 9 - 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
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+ 9 - Number of boundaries -
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+[END OF DISTRIBUTION BOUNDARIES]
+
+[PIEZO LINES]
+ 2 - Number of piezometric level lines -
+ 1 - PlLine number
+ 4 - number of curves on PlLine, next line(s) are curvenumbers
+ 63 64 65 66
+ 2 - PlLine number
+ 4 - number of curves on PlLine, next line(s) are curvenumbers
+ 69 70 67 68
+[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]
+ 8 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ wl_zand
+ 2 - Piezometric level line at top of layer
+ 2 - Piezometric level line at bottom of layer
+ 1 - Boundarynumber at top of layer
+ 0 - Boundarynumber at bottom of layer
+ 2 - Layer number, next line is material of layer
+ veen
+ 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
+ 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
+ klei
+ 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
+ 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
+ veen
+ 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
+ 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 antropogeen
+ 1 - 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
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+Dwarsprofiel P10_147
+Binnenwaartse stabiliteit [STBI]
+Km 10-14,4
+[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]
+ 8 Number of layers
+ 8 100
+ 7 100 100
+ 6 100 100 100
+ 5 100 100 100 100
+ 4 100 100 100 100 100
+ 3 100 100 100 100 100 100
+ 2 100 100 100 100 100 100 100
+ 1 100 100 100 100 100 100 100 100
+ 0 capillary water not included
+[degree Temporary loads]
+ 100 0 0 0 0 0 0 0
+ 0 capillary water not included
+[degree Free water(Cu)]
+ 100 100 100 100 100 100 100 100
+[degree earth quake]
+ 100 100 100 100 100 100 100 100
+[CIRCLES]
+ 53.371 61.416 10 X-direction
+ 5.361 8.188 5 Y-direction
+ 1.000 -6.000 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
+ 13.30 = magnitude
+ 31.00 33.50 = 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]
+ 8
+[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
+ 8 - 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
+[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/Deltares.DamEngine.Interface.Tests.csproj
===================================================================
diff -u -r1072 -r1105
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/Deltares.DamEngine.Interface.Tests.csproj (.../Deltares.DamEngine.Interface.Tests.csproj) (revision 1072)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/Deltares.DamEngine.Interface.Tests.csproj (.../Deltares.DamEngine.Interface.Tests.csproj) (revision 1105)
@@ -91,12 +91,9 @@
PreserveNewest
-
+
PreserveNewest
-
- PreserveNewest
-
@@ -105,9 +102,6 @@
PreserveNewest
-
- PreserveNewest
-
PreserveNewest
@@ -124,6 +118,9 @@
PreserveNewest
Designer
+
+ PreserveNewest
+
PreserveNewest
@@ -151,6 +148,9 @@
PreserveNewest
+
+ PreserveNewest
+