Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/RegionalAssessment.soilmaterials.mdb
===================================================================
diff -u -r1741 -r5283
Binary files differ
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/MacroStabilityTutorialDesignInputFile.xml
===================================================================
diff -u -r5240 -r5283
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/MacroStabilityTutorialDesignInputFile.xml	(.../MacroStabilityTutorialDesignInputFile.xml)	(revision 5240)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/MacroStabilityTutorialDesignInputFile.xml	(.../MacroStabilityTutorialDesignInputFile.xml)	(revision 5283)
@@ -462,7 +462,7 @@
             <Innerloop />
           </Surface>
         </Layer2D>
-        <Layer2D SoilName="zand antropogeen" IsAquifer="true" WaterpressureInterpolationModel="1">
+        <Layer2D SoilName="zand antropogeen" IsAquifer="false" WaterpressureInterpolationModel="1">
           <Surface>
             <OuterLoop>
               <OuterPoint X="47.897" Z="4.486" />
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/Deltares.DamEngine.IntegrationTests.csproj
===================================================================
diff -u -r5270 -r5283
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/Deltares.DamEngine.IntegrationTests.csproj	(.../Deltares.DamEngine.IntegrationTests.csproj)	(revision 5270)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/Deltares.DamEngine.IntegrationTests.csproj	(.../Deltares.DamEngine.IntegrationTests.csproj)	(revision 5283)
@@ -14,9 +14,6 @@
         <ProjectReference Include="..\Deltares.DamEngine.TestHelpers\Deltares.DamEngine.TestHelpers.csproj"/>
     </ItemGroup>
     <ItemGroup>
-        <None Update="TestFiles\DeltaDijk normal0.soilmaterials.mdb">
-            <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
-        </None>
         <None Update="TestFiles\DeltaDijkBishopInwards.xml">
             <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
         </None>
@@ -101,9 +98,6 @@
         <None Update="TestFiles\OperationalSet2.xml">
             <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
         </None>
-        <None Update="TestFiles\output0.soilmaterials.mdb">
-            <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
-        </None>
         <None Update="TestFiles\PipingVoorbeeld1_BlighDesignInputFile.xml">
             <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
         </None>
@@ -146,36 +140,21 @@
         <None Update="TestFiles\RegionalAssessment.xml">
             <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
         </None>
-        <None Update="TestFiles\RegionalAssessment.soilmaterials.mdb">
-            <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
-        </None>
         <None Update="TestFiles\RegionalAssessment2.xml">
             <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
         </None>
-        <None Update="TestFiles\RegionalAssessment2.soilmaterials.mdb">
-            <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
-        </None>
         <None Update="TestFiles\RegionalAssessment3.xml">
             <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
         </None>
-        <None Update="TestFiles\RegionalAssessment3.soilmaterials.mdb">
-            <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
-        </None>
-        <None Update="TestFiles\SlopeAdaption0.soilmaterials.mdb">
-            <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
-        </None>
         <None Update="TestFiles\StabilityDesign1Dbased.xml">
             <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
         </None>
         <None Update="TestFiles\ValidatieSlopeAdaption.xml">
             <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
         </None>
-        <None Update="TestFiles\ZoneType0.soilmaterials.mdb">
+        <None Update="TestFiles\ZoneType.geometries2D.0\DWP_10.stix">
             <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
         </None>
-        <None Update="TestFiles\ZoneType.geometries2D.0\DWP_10.sti">
-            <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
-        </None>
         <None Update="TestFiles\output.Geometries\1C-31,5-bishop-binnen.sti">
             <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
         </None>
@@ -191,9 +170,6 @@
         <None Update="TestFiles\Operational\PulauTekong\PulauTekong.InputFile-NoValues.xml">
             <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
         </None>
-        <None Update="TestFiles\Operational\PulauTekong\PulauTekong0.soilmaterials.mdb">
-            <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
-        </None>
         <None Update="TestFiles\Operational\PulauTekong\PulauTekong.geometries2D.0\CD CS1 X1.sti">
             <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
         </None>
@@ -227,9 +203,6 @@
         <None Update="TestFiles\Operational\Grebbedijk\input.damx">
             <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
         </None>
-        <None Update="TestFiles\Operational\Grebbedijk\input0.soilmaterials.mdb">
-            <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
-        </None>
         <None Update="TestFiles\Operational\Grebbedijk\live.ParametersFile.xml">
             <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
         </None>
@@ -245,9 +218,6 @@
         <None Update="TestFiles\DeltaDijk normal.geometries2D.0\DeltaDijk normal.defx">
             <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
         </None>
-        <None Update="TestFiles\DeltaDijk normal.geometries2D.0\DeltaDijk normal0.soilmaterials.mdb">
-            <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
-        </None>
         <None Update="TestFiles\InputForDebuggingBeeSwarm.xml">
             <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
         </None>
@@ -266,9 +236,6 @@
         <None Update="TestFiles\InputFileMultiCoreTestForScenario.xml">
             <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
         </None>
-        <None Update="TestFiles\Bka16CoreDam_Run1NewDGS0.soilmaterials.mdb">
-            <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
-        </None>
         <None Update="TestFiles\InputFileMultiCoreTestForScenarioAdaption.xml">
             <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
         </None>
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/output0.soilmaterials.mdb
===================================================================
diff -u -r1741 -r5283
Binary files differ
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/MacroStabilityInwardsTests.cs
===================================================================
diff -u -r5274 -r5283
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/MacroStabilityInwardsTests.cs	(.../MacroStabilityInwardsTests.cs)	(revision 5274)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/MacroStabilityInwardsTests.cs	(.../MacroStabilityInwardsTests.cs)	(revision 5283)
@@ -126,35 +126,41 @@
 
         Output output = GeneralHelper.RunAfterInputValidation(inputString);
 
-        Assert.That(output.Results.CalculationResults[0].StabilityDesignResults.SafetyFactor, Is.EqualTo(1.442).Within(tolerance));
+        Assert.Multiple(() =>
+        {
+            Assert.That(output.Results.CalculationResults[0].StabilityDesignResults.SafetyFactor, Is.EqualTo(1.309).Within(tolerance));
 
-        // NumberOfIterations=0
-        Assert.That(output.Results.CalculationResults[0].StabilityDesignResults.NumberOfIterations, Is.EqualTo(0));
-        // ResultMessage ""
-        Assert.That(output.Results.CalculationResults[0].StabilityDesignResults.ResultMessage, Is.EqualTo(""));
+            // NumberOfIterations=0
+            Assert.That(output.Results.CalculationResults[0].StabilityDesignResults.NumberOfIterations, Is.EqualTo(0));
+            // ResultMessage ""
+            Assert.That(output.Results.CalculationResults[0].StabilityDesignResults.ResultMessage, Is.EqualTo(""));
 
-        // Check that a line is specified
-        Assert.That(output.Results.CalculationResults[0].StabilityDesignResults.RedesignedSurfaceLine, Is.Not.Null);
+            // Check that a line is specified
+            Assert.That(output.Results.CalculationResults[0].StabilityDesignResults.RedesignedSurfaceLine, Is.Not.Null);
 
-        // Profile name = DWP_1.sti
-        Assert.That(output.Results.CalculationResults[0].ProfileName, Is.EqualTo("DWP_1.stix"));
+            // Profile name = DWP_1.sti
+            Assert.That(output.Results.CalculationResults[0].ProfileName, Is.EqualTo("DWP_1.stix"));
+        });
 
         // Uplift
         UpliftSituation upliftSituation = output.Results.CalculationResults[0].StabilityDesignResults.UpliftSituation;
         Assert.That(upliftSituation, Is.Not.Null);
-        Assert.That(upliftSituation.IsUplift, Is.EqualTo(true));
-        Assert.That(upliftSituation.Pl3MinUplift, Is.EqualTo(0.902).Within(tolerance));
-        Assert.That(upliftSituation.Pl3HeadAdjusted, Is.EqualTo(3.625).Within(tolerance));
-        Assert.That(upliftSituation.Pl3LocationXMinUplift, Is.EqualTo(63.130).Within(tolerance));
-        Assert.That(upliftSituation.Pl4MinUplift, Is.EqualTo(0.0).Within(tolerance));
-        Assert.That(upliftSituation.Pl4HeadAdjusted, Is.EqualTo(0.0).Within(tolerance));
-        Assert.That(upliftSituation.Pl4LocationXMinUplift, Is.EqualTo(0.0).Within(tolerance));
+        Assert.Multiple(() =>
+        {
+            Assert.That(upliftSituation.IsUplift, Is.EqualTo(true));
+            Assert.That(upliftSituation.Pl3MinUplift, Is.EqualTo(1.135).Within(tolerance));
+            Assert.That(upliftSituation.Pl3HeadAdjusted, Is.EqualTo(4.400).Within(tolerance));
+            Assert.That(upliftSituation.Pl3LocationXMinUplift, Is.EqualTo(60.640).Within(tolerance));
+            Assert.That(upliftSituation.Pl4MinUplift, Is.EqualTo(0.0).Within(tolerance));
+            Assert.That(upliftSituation.Pl4HeadAdjusted, Is.EqualTo(0.0).Within(tolerance));
+            Assert.That(upliftSituation.Pl4LocationXMinUplift, Is.EqualTo(0.0).Within(tolerance));
 
-        // Calculation Result
-        Assert.That(ConversionHelper.ConvertToCalculationResult(output.Results.CalculationResults[0].CalculationResult), Is.EqualTo(CalculationResult.Succeeded));
+            // Calculation Result
+            Assert.That(ConversionHelper.ConvertToCalculationResult(output.Results.CalculationResults[0].CalculationResult), Is.EqualTo(CalculationResult.Succeeded));
+        });
     }
 
-    [Test, Category(Categories.Slow), Ignore("This test is not yet implemented, waits on stix implementation.")]
+    [Test, Category(Categories.Slow)]
     [Category(Categories.WorkInProgress)]
     public void TestRunMacroStabilityTutorialDesignUpliftVan()
     {
@@ -174,39 +180,44 @@
         inputString = XmlAdapter.ChangeValueInXml(inputString, "ProjectPath", ""); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "CalculationMap", calcDir); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "MapForSoilgeometries2D", @"TestFiles\DAM Tutorial Design.geometries2D.0\");
-        inputString = XmlAdapter.ChangeValueInXml(inputString, "SoilDatabaseName", @"TestFiles\DAM Tutorial Design0.soilmaterials.mdb");
 
         Output output = GeneralHelper.RunAfterInputValidation(inputString);
 
-        Assert.That(output.Results.CalculationResults[0].StabilityDesignResults.SafetyFactor, Is.EqualTo(1.115).Within(tolerance));
+        Assert.Multiple(() =>
+        {
+            Assert.That(output.Results.CalculationResults[0].StabilityDesignResults.SafetyFactor, Is.EqualTo(1.218).Within(tolerance));
 
-        // NumberOfIterations=0
-        Assert.That(output.Results.CalculationResults[0].StabilityDesignResults.NumberOfIterations, Is.EqualTo(0));
-        // ResultMessage ""
-        Assert.That(output.Results.CalculationResults[0].StabilityDesignResults.ResultMessage, Is.EqualTo(""));
+            // NumberOfIterations=0
+            Assert.That(output.Results.CalculationResults[0].StabilityDesignResults.NumberOfIterations, Is.EqualTo(0));
+            // ResultMessage ""
+            Assert.That(output.Results.CalculationResults[0].StabilityDesignResults.ResultMessage, Is.EqualTo(""));
 
-        // Check that a line is specified
-        Assert.That(output.Results.CalculationResults[0].StabilityDesignResults.RedesignedSurfaceLine, Is.Not.Null);
+            // Check that a line is specified
+            Assert.That(output.Results.CalculationResults[0].StabilityDesignResults.RedesignedSurfaceLine, Is.Not.Null);
 
-        // Profile name = DWP_1.sti
-        Assert.That(output.Results.CalculationResults[0].ProfileName, Is.EqualTo("DWP_1.sti"));
+            // Profile name = DWP_1.sti
+            Assert.That(output.Results.CalculationResults[0].ProfileName, Is.EqualTo("DWP_1.stix"));
+        });
 
         // Uplift
         UpliftSituation upliftSituation = output.Results.CalculationResults[0].StabilityDesignResults.UpliftSituation;
         Assert.That(upliftSituation, Is.Not.Null);
-        Assert.That(upliftSituation.IsUplift, Is.EqualTo(true));
-        Assert.That(upliftSituation.Pl3MinUplift, Is.EqualTo(1.141).Within(tolerance));
-        Assert.That(upliftSituation.Pl3HeadAdjusted, Is.EqualTo(4.4).Within(tolerance));
-        Assert.That(upliftSituation.Pl3LocationXMinUplift, Is.EqualTo(60.64).Within(tolerance));
-        Assert.That(upliftSituation.Pl4MinUplift, Is.EqualTo(0.0).Within(tolerance));
-        Assert.That(upliftSituation.Pl4HeadAdjusted, Is.EqualTo(0.0).Within(tolerance));
-        Assert.That(upliftSituation.Pl4LocationXMinUplift, Is.EqualTo(0.0).Within(tolerance));
+        Assert.Multiple(() =>
+        {
+            Assert.That(upliftSituation.IsUplift, Is.EqualTo(true));
+            Assert.That(upliftSituation.Pl3MinUplift, Is.EqualTo(1.135).Within(tolerance));
+            Assert.That(upliftSituation.Pl3HeadAdjusted, Is.EqualTo(4.400).Within(tolerance));
+            Assert.That(upliftSituation.Pl3LocationXMinUplift, Is.EqualTo(60.640).Within(tolerance));
+            Assert.That(upliftSituation.Pl4MinUplift, Is.EqualTo(0.0).Within(tolerance));
+            Assert.That(upliftSituation.Pl4HeadAdjusted, Is.EqualTo(0.0).Within(tolerance));
+            Assert.That(upliftSituation.Pl4LocationXMinUplift, Is.EqualTo(0.0).Within(tolerance));
 
-        // Calculation Result
-        Assert.That(ConversionHelper.ConvertToCalculationResult(output.Results.CalculationResults[0].CalculationResult), Is.EqualTo(CalculationResult.Succeeded));
+            // Calculation Result
+            Assert.That(ConversionHelper.ConvertToCalculationResult(output.Results.CalculationResults[0].CalculationResult), Is.EqualTo(CalculationResult.Succeeded));
+        });
     }
 
-    [Test, Category(Categories.Slow), Ignore("This test is not yet implemented, waits on stix implementation.")]
+    [Test, Category(Categories.Slow), Ignore("This test does not succeed, only UpliftVan result in output.")]
     [Category(Categories.WorkInProgress)]
     public void TestRunMacroStabilityTutorialDesignBishopUpliftVan_UpliftVanLowest()
     {
@@ -226,37 +237,36 @@
         inputString = XmlAdapter.ChangeValueInXml(inputString, "ProjectPath", ""); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "CalculationMap", calcDir); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "MapForSoilgeometries2D", @"TestFiles\DAM Tutorial Design.geometries2D.0\");
-        inputString = XmlAdapter.ChangeValueInXml(inputString, "SoilDatabaseName", @"TestFiles\DAM Tutorial Design0.soilmaterials.mdb");
 
         Output output = GeneralHelper.RunAfterInputValidation(inputString);
 
         // Bishop
         DesignResult result = output.Results.CalculationResults[0];
-        Assert.That(result.StabilityDesignResults.SafetyFactor, Is.EqualTo(1.282).Within(tolerance));
+        Assert.That(result.StabilityDesignResults.SafetyFactor, Is.EqualTo(1.309).Within(tolerance));
         Assert.That(result.StabilityDesignResults.UpliftSituation, Is.Not.Null);
         Assert.That(result.StabilityDesignResults.UpliftSituation.IsUplift, Is.True);
         Assert.That(result.StabilityDesignResults.StabilityModelType, Is.EqualTo(DesignResultStabilityDesignResultsStabilityModelType.Bishop));
-        Assert.That(result.BaseFileName, Is.EqualTo("Loc(DWP_1)_Sce(1)_Pro(DWP_1)"));
+        Assert.That(result.BaseFileName, Is.EqualTo("Loc(DWP_1)_Sce(1)_Pro(DWP_1_stix)"));
         // Uplift Van
         result = output.Results.CalculationResults[1];
-        Assert.That(result.StabilityDesignResults.SafetyFactor, Is.EqualTo(1.115).Within(tolerance));
+        Assert.That(result.StabilityDesignResults.SafetyFactor, Is.EqualTo(1.218).Within(tolerance));
         Assert.That(result.StabilityDesignResults.UpliftSituation, Is.Not.Null);
         Assert.That(result.StabilityDesignResults.StabilityModelType, Is.EqualTo(DesignResultStabilityDesignResultsStabilityModelType.UpliftVan));
-        Assert.That(result.BaseFileName, Is.EqualTo("Loc(DWP_1)_Sce(1)_Pro(DWP_1)"));
+        Assert.That(result.BaseFileName, Is.EqualTo("Loc(DWP_1)_Sce(1)_Pro(DWP_1_stix)"));
         // Worst of Bishop and Uplift Van 
         result = output.Results.CalculationResults[2];
-        Assert.That(result.StabilityDesignResults.SafetyFactor, Is.EqualTo(1.115).Within(tolerance));
+        Assert.That(result.StabilityDesignResults.SafetyFactor, Is.EqualTo(1.218).Within(tolerance));
         Assert.That(result.StabilityDesignResults.UpliftSituation, Is.Not.Null);
         Assert.That(result.StabilityDesignResults.StabilityModelType, Is.EqualTo(DesignResultStabilityDesignResultsStabilityModelType.BishopUpliftVan));
-        Assert.That(result.BaseFileName, Is.EqualTo("Loc(DWP_1)_Sce(1)_Pro(DWP_1)"));
+        Assert.That(result.BaseFileName, Is.EqualTo("Loc(DWP_1)_Sce(1)_Pro(DWP_1_stix)"));
 
         // Calculation Result
         Assert.That(ConversionHelper.ConvertToCalculationResult(output.Results.CalculationResults[0].CalculationResult), Is.EqualTo(CalculationResult.Succeeded));
         Assert.That(ConversionHelper.ConvertToCalculationResult(output.Results.CalculationResults[1].CalculationResult), Is.EqualTo(CalculationResult.Succeeded));
         Assert.That(ConversionHelper.ConvertToCalculationResult(output.Results.CalculationResults[2].CalculationResult), Is.EqualTo(CalculationResult.Succeeded));
     }
 
-    [Test, Category(Categories.Slow), Ignore("This test is not yet implemented, waits on stix implementation.")]
+    [Test, Category(Categories.Slow), Ignore("Create test where Bishop is lowest. Not anymore for DWP_13")]
     [Category(Categories.WorkInProgress)]
     public void TestRunMacroStabilityTutorialDesignBishopUpliftVan_BishopLowest()
     {
@@ -272,11 +282,11 @@
 
         const string fileName = @"TestFiles\MacroStabilityTutorialDesignInputFile13.xml";
         string inputString = File.ReadAllText(fileName);
-        inputString = ChangeInputModel(inputString, InputStabilityModelType.BishopUpliftVan);
+        //inputString = ChangeInputModel(inputString, InputStabilityModelType.BishopUpliftVan);
+        inputString = ChangeInputModel(inputString, InputStabilityModelType.Bishop);
         inputString = XmlAdapter.ChangeValueInXml(inputString, "ProjectPath", ""); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "CalculationMap", calcDir); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "MapForSoilgeometries2D", @"TestFiles\DAM Tutorial Design.geometries2D.0\");
-        inputString = XmlAdapter.ChangeValueInXml(inputString, "SoilDatabaseName", @"TestFiles\DAM Tutorial Design0.soilmaterials.mdb");
 
         Output output = GeneralHelper.RunAfterInputValidation(inputString);
 
@@ -303,7 +313,7 @@
         Assert.That(ConversionHelper.ConvertToCalculationResult(output.Results.CalculationResults[2].CalculationResult), Is.EqualTo(CalculationResult.Succeeded));
     }
 
-    [Test, Category(Categories.Slow), Ignore("This test is not yet implemented, waits on stix implementation.")]
+    [Test, Category(Categories.Slow), Ignore("This test does not succeed, only Bishop result in output.")]
     [Category(Categories.WorkInProgress)]
     public void TestRunMacroStabilityTutorialDesignBishopUpliftVan_NoUplift()
     {
@@ -323,14 +333,13 @@
         inputString = XmlAdapter.ChangeValueInXml(inputString, "ProjectPath", ""); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "CalculationMap", calcDir); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "MapForSoilgeometries2D", @"TestFiles\DAM Tutorial Design.geometries2D.0\");
-        inputString = XmlAdapter.ChangeValueInXml(inputString, "SoilDatabaseName", @"TestFiles\DAM Tutorial Design0.soilmaterials.mdb");
 
         Output output = GeneralHelper.RunAfterInputValidation(inputString);
 
         // Bishop
         DesignResultStabilityDesignResults result = output.Results.CalculationResults[0].StabilityDesignResults;
         Assert.That(result.SafetyFactorSpecified, Is.True);
-        Assert.That(result.SafetyFactor, Is.EqualTo(1.458).Within(tolerance));
+        Assert.That(result.SafetyFactor, Is.EqualTo(1.450).Within(tolerance));
         Assert.That(result.UpliftSituation, Is.Not.Null);
         Assert.That(result.UpliftSituation.IsUplift, Is.False);
         Assert.That(result.StabilityModelType, Is.EqualTo(DesignResultStabilityDesignResultsStabilityModelType.Bishop));
@@ -342,7 +351,7 @@
         // Worst of Bishop and Uplift Van 
         result = output.Results.CalculationResults[2].StabilityDesignResults;
         Assert.That(result.SafetyFactorSpecified, Is.True);
-        Assert.That(result.SafetyFactor, Is.EqualTo(1.458).Within(tolerance));
+        Assert.That(result.SafetyFactor, Is.EqualTo(1.450).Within(tolerance));
         Assert.That(result.UpliftSituation, Is.Not.Null);
         Assert.That(result.StabilityModelType, Is.EqualTo(DesignResultStabilityDesignResultsStabilityModelType.BishopUpliftVan));
 
@@ -378,7 +387,6 @@
         inputString = XmlAdapter.ChangeValueInXml(inputString, "ProjectPath", ""); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "CalculationMap", calcDir); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "MapForSoilgeometries2D", @"TestFiles\ZoneType.geometries2D.0\");
-        inputString = XmlAdapter.ChangeValueInXml(inputString, "SoilDatabaseName", @"TestFiles\ZoneType0.soilmaterials.mdb");
 
         Output output = GeneralHelper.RunAfterInputValidation(inputString);
 
@@ -536,7 +544,6 @@
         inputString = XmlAdapter.ChangeValueInXml(inputString, "ProjectPath", ""); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "CalculationMap", calcDir); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "MapForSoilgeometries2D", @"TestFiles\DAM Tutorial Design.geometries2D.0\");
-        inputString = XmlAdapter.ChangeValueInXml(inputString, "SoilDatabaseName", @"TestFiles\DAM Tutorial Design0.soilmaterials.mdb");
 
         Output output = GeneralHelper.RunAfterInputValidation(inputString, false);
 
@@ -596,7 +603,6 @@
         string inputString = File.ReadAllText(fileName);
         inputString = XmlAdapter.ChangeValueInXml(inputString, "ProjectPath", ""); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "CalculationMap", calcDir); // Current directory will be used
-        inputString = XmlAdapter.ChangeValueInXml(inputString, "SoilDatabaseName", @"TestFiles\SlopeAdaption0.soilmaterials.mdb");
 
         Output output = GeneralHelper.RunAfterInputValidation(inputString);
 
@@ -629,7 +635,6 @@
         inputString = XmlAdapter.ChangeValueInXml(inputString, "ProjectPath", ""); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "CalculationMap", calcDir); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "MapForSoilgeometries2D", @"TestFiles\DAM Tutorial Design.geometries2D.0\");
-        inputString = XmlAdapter.ChangeValueInXml(inputString, "SoilDatabaseName", @"TestFiles\DAM Tutorial Design0.soilmaterials.mdb");
         inputString = XmlAdapter.ChangeValueInXml(inputString, "StabilityModelType", stabilityModel);
         inputString = XmlAdapter.ChangeValueInXml(inputString, "StabilityDesignMethod", designStrategy);
 
@@ -734,7 +739,6 @@
         inputString = XmlAdapter.ChangeValueInXml(inputString, "ProjectPath", ""); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "CalculationMap", calcDir); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "MapForSoilgeometries2D", @"TestFiles\DeltaDijk normal.geometries2D.0\");
-        inputString = XmlAdapter.ChangeValueInXml(inputString, "SoilDatabaseName", @"TestFiles\DeltaDijk normal0.soilmaterials.mdb");
 
         Output output = GeneralHelper.RunAfterInputValidation(inputString);
 
@@ -805,7 +809,6 @@
         inputString = XmlAdapter.ChangeValueInXml(inputString, "ProjectPath", ""); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "CalculationMap", calcDir); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "MapForSoilgeometries2D", @"TestFiles\DeltaDijk normal.geometries2D.0\");
-        inputString = XmlAdapter.ChangeValueInXml(inputString, "SoilDatabaseName", @"TestFiles\DeltaDijk normal0.soilmaterials.mdb");
 
         var engineInterface = new EngineInterface(inputString);
         engineInterface.DamProjectData.DamProjectCalculationSpecification.CurrentSpecification.FailureMechanismParametersMStab.MStabParameters.SearchMethod = searchMethod;
@@ -884,7 +887,6 @@
         inputString = XmlAdapter.ChangeValueInXml(inputString, "ProjectPath", ""); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "CalculationMap", calcDir); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "MapForSoilgeometries2D", @"TestFiles\DeltaDijk normal.geometries2D.0\");
-        inputString = XmlAdapter.ChangeValueInXml(inputString, "SoilDatabaseName", @"TestFiles\DeltaDijk normal0.soilmaterials.mdb");
 
         var engineInterface = new EngineInterface(inputString);
         engineInterface.DamProjectData.DamProjectCalculationSpecification.CurrentSpecification.FailureMechanismParametersMStab.MStabParameters.SearchMethod = searchMethod;
@@ -965,7 +967,6 @@
         inputString = XmlAdapter.ChangeValueInXml(inputString, "ProjectPath", ""); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "CalculationMap", calcDir); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "MapForSoilgeometries2D", @"TestFiles\DeltaDijk normal.geometries2D.0\");
-        inputString = XmlAdapter.ChangeValueInXml(inputString, "SoilDatabaseName", @"TestFiles\DeltaDijk normal0.soilmaterials.mdb");
         inputString = XmlAdapter.ChangeValueInXml(inputString, "UpliftCriterionStability", @"1.0");
 
         Output output = GeneralHelper.RunAfterInputValidation(inputString);
@@ -1043,8 +1044,6 @@
         inputString = XmlAdapter.ChangeValueInXml(inputString, "CalculationMap", calcDir); // Current directory will be used
         inputString = XmlAdapter.ChangeValueInXml(inputString, "MapForSoilgeometries2D",
                                                   @"TestFiles\DAM Tutorial Design.geometries2D.0\");
-        inputString = XmlAdapter.ChangeValueInXml(inputString, "SoilDatabaseName",
-                                                  @"TestFiles\DAM Tutorial Design0.soilmaterials.mdb");
         inputString = XmlAdapter.ChangeValueInXml(inputString, "SegmentFailureMechanismType",
                                                   ConversionHelper.InputSegmentFailureMechanismStability.ToString());
 
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/DeltaDijk normal0.soilmaterials.mdb
===================================================================
diff -u -r1741 -r5283
Binary files differ
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/RegionalAssessment2.soilmaterials.mdb
===================================================================
diff -u -r1741 -r5283
Binary files differ
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/RegionalAssessment3.soilmaterials.mdb
===================================================================
diff -u -r1741 -r5283
Binary files differ
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/SlopeAdaption0.soilmaterials.mdb
===================================================================
diff -u -r1741 -r5283
Binary files differ
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/MacroStabilityTutorialDesignInputFile18.xml
===================================================================
diff -u -r4000 -r5283
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/MacroStabilityTutorialDesignInputFile18.xml	(.../MacroStabilityTutorialDesignInputFile18.xml)	(revision 4000)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/MacroStabilityTutorialDesignInputFile18.xml	(.../MacroStabilityTutorialDesignInputFile18.xml)	(revision 5283)
@@ -1,981 +1,506 @@
 <?xml version="1.0" encoding="utf-8"?>
-<Input DamProjectType="Design" FailureMechanismSystemType="0" StabilityModelType="Bishop" AnalysisType="NoAdaption"
-       ProjectPath="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\DAM Tutorial Design"
-       CalculationMap="DAM Tutorial Design.Calc" MaxCalculationCores="1">
-    <Locations>
-        <Location SurfaceLineName="DWP_18" SegmentName="DWP_18" Name="DWP_18"
-                  DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="5.28" DikeTableHeight="0">
-            <AssesmentRegionalOptions BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321"
-                                      DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="0"/>
-            <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true"
-                           ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333"
-                           StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1"
-                           SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6"
-                           SlopeAdaptionStepCotangent="0.5" NewShoulderTopSlope="0.05" UseNewDitchDefinition="false"
-                           StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption"/>
-            <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPL3="0" DampingFactorPL4="0"
-                             PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5"
-                             Pl1BelowCrestPolderside="0.5" Pl1BelowShoulderCrestPolderside="0.2"
-                             Pl1BelowToeDikePolderside="0.2" IntrusionVerticalWaterPressure="Standard"/>
-            <DesignScenarios>
-                <DesignScenario Id="1" RiverLevel="1.7" RiverLevelLow="0" PolderLevel="-0.8" HeadPl2="0"
-                                DikeTableHeight="2.2" PlLineOffsetBelowDikeTopAtRiver="0.5"
-                                PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2"
-                                PlLineOffsetBelowDikeToeAtPolder="0.2" HeadPl3="1.7" HeadPl4="1.7"
-                                UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2"
-                                RequiredSafetyFactorStabilityInnerSlope="1.17"
-                                RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2"/>
-            </DesignScenarios>
-            <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\"
-                              SoilDatabaseName="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\DAM Tutorial Design\DAM Tutorial Design0.soilmaterials.mdb"
-                              ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13"
-                              MinimumCircleDepth="1.5"/>
-        </Location>
-    </Locations>
-    <SurfaceLines>
-        <SurfaceLine Name="DWP_18">
-            <Points>
-                <Point X="0" Z="0.459320388" PointType="1"/>
-                <Point X="16.57" Z="0.34" PointType="0"/>
-                <Point X="17.45" Z="-0.06" PointType="0"/>
-                <Point X="18.240000000000002" Z="-0.07" PointType="0"/>
-                <Point X="19.26" Z="0.32" PointType="0"/>
-                <Point X="24.790000000000003" Z="0.35" PointType="0"/>
-                <Point X="30" Z="0.52" PointType="5"/>
-                <Point X="31.09" Z="0.73" PointType="0"/>
-                <Point X="33.92" Z="1.7" PointType="0"/>
-                <Point X="36.8" Z="2.68" PointType="0"/>
-                <Point X="38" Z="2.96" PointType="8"/>
-                <Point X="38.95" Z="2.986" PointType="10"/>
-                <Point X="39.11" Z="2.99" PointType="0"/>
-                <Point X="39.63" Z="2.97" PointType="0"/>
-                <Point X="40.24" Z="2.95" PointType="0"/>
-                <Point X="41.45" Z="2.89" PointType="11"/>
-                <Point X="41.45" Z="2.89" PointType="12"/>
-                <Point X="42.39" Z="2.54" PointType="0"/>
-                <Point X="45.910000000000004" Z="1.2" PointType="0"/>
-                <Point X="48.04" Z="0.4" PointType="0"/>
-                <Point X="48.99" Z="0.18" PointType="15"/>
-                <Point X="48.99" Z="0.18" PointType="16"/>
-                <Point X="52.02" Z="0.04" PointType="0"/>
-                <Point X="52.22" Z="-0.02" PointType="17"/>
-                <Point X="52.22" Z="-0.02" PointType="18"/>
-                <Point X="52.43" Z="0.04" PointType="0"/>
-                <Point X="55.36" Z="0.33" PointType="19"/>
-                <Point X="55.410000000000004" Z="0.24" PointType="0"/>
-                <Point X="58.36" Z="0.19" PointType="0"/>
-                <Point X="60.69" Z="0.26" PointType="0"/>
-                <Point X="61.11" Z="0.35" PointType="0"/>
-                <Point X="105.28" Z="0.74" PointType="0"/>
-                <Point X="106" Z="0.74" PointType="25"/>
-            </Points>
-        </SurfaceLine>
-    </SurfaceLines>
-    <Soils>
-        <Soil Name="Zand" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001" WhitesConstant="0.25"
-              DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="20" DryUnitWeight="0.01"
-              ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0" FrictionAngle="30"
-              SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="Klei" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001" WhitesConstant="0.25"
-              DiameterD90="0.01" AbovePhreaticLevel="17.5" BelowPhreaticLevel="17.5" DryUnitWeight="0.01"
-              ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="3.5" FrictionAngle="18.5"
-              SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="Veen" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001" WhitesConstant="0.25"
-              DiameterD90="0.01" AbovePhreaticLevel="11" BelowPhreaticLevel="11" DryUnitWeight="0.01"
-              ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="2" FrictionAngle="20.5"
-              SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="Klei (antropogeen)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="16.5" BelowPhreaticLevel="16.5"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="4"
-              FrictionAngle="25" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="wl_Zand" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="20"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="30" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="Zand (antropogeen)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18.5" BelowPhreaticLevel="20"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="27.5" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="wl_Zand (antropogeen) (1)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18.5" BelowPhreaticLevel="20"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="27.5" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="Zand (antropogeen) (1)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18.5" BelowPhreaticLevel="20.5"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="27.5" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="Zand, siltig" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="20"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="26" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="wl_Zand, siltig" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="20"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="26" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="wl_Zand (antropogeen)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18.5" BelowPhreaticLevel="20.5"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="27.5" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="Zand (antropogeen) (2)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="20.5"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="27.5" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="Klei (0)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17.5" BelowPhreaticLevel="17.5"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="3.5"
-              FrictionAngle="18.5" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="wl_Zand (antropogeen) (2)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="20.5"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="27.5" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="middelgrof zand" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="20"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="27" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="siltig zand" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="20"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="25" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="klei (1)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="3.3"
-              FrictionAngle="19" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="fijn zand" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="20"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="27" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="venige klei" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="14.7" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="klei phi=c=0" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="3"
-              FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="venige klei  phi=c=0" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="14.7" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="wl_middelgrof zand" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="20"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="27" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="wl_siltig zand" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="20"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="25" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="zand schoon" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="27" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="zand, siltig (1)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="2.5"
-              FrictionAngle="24.5" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="klei (2)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="15" BelowPhreaticLevel="15"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="4.3"
-              FrictionAngle="20.7" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="wl_fijn zand" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="20"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="27" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="wl_zand, siltig (1)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="2.5"
-              FrictionAngle="24.5" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="wl_zand schoon" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="27" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="zand, schoon" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="27.6" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="venige klei (1)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="14.7" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="wl_zand, schoon" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="27.6" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="dijkzand" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="15.2" BelowPhreaticLevel="16.2"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="2.2"
-              FrictionAngle="26.2" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="dijkklei" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18.7" BelowPhreaticLevel="18.7"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="3.6"
-              FrictionAngle="24.8" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="klei (3)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18.2" BelowPhreaticLevel="18.2"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="4.5"
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-              FrictionAngle="23" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              FrictionAngle="21" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="Zand Dijkmateriaal (0)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
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-        <Soil Name="Hollandveen (HVN) (0)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
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-              FrictionAngle="21" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="5"
-              FrictionAngle="21" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="Klei duinkerke (DKO) (1)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="5"
-              FrictionAngle="21" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="Hollandveen (HVN) (2)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
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-              FrictionAngle="21" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              FrictionAngle="21" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="Dijkmateriaal kleiig (OB) (1)" BeddingAngle="37" DiameterD70="0.00020999999999999998"
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-              BelowPhreaticLevel="0.02" DryUnitWeight="0.01" ShearStrengthModel="CPhi"
-              UseDefaultShearStrengthModel="true" Cohesion="5" FrictionAngle="21" SlopeRestProfile="0"
-              DilatancyType="Phi"/>
-        <Soil Name="Betuwe (0-28) (1)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="5"
-              FrictionAngle="21" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="WL_zand (3)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="28.5" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              FrictionAngle="26.7" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              FrictionAngle="28.5" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              FrictionAngle="20" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              FrictionAngle="15" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="31" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              FrictionAngle="15" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="3.3"
-              FrictionAngle="19" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="27" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="9"
-              FrictionAngle="20" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="5"
-              FrictionAngle="24" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="11"
-              FrictionAngle="15" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="31" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="5"
-              FrictionAngle="23.8" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              FrictionAngle="26.7" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="3"
-              FrictionAngle="21" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              FrictionAngle="28.5" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              FrictionAngle="21" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              FrictionAngle="21" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              FrictionAngle="21" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="28.5" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="5"
-              FrictionAngle="21" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="zand antropogeen" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="27" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              FrictionAngle="21" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="31" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="Klei, atropogeen" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="5"
-              FrictionAngle="21" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="Zand, antropogeen" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
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-              FrictionAngle="27" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="3"
-              FrictionAngle="20" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="3"
-              FrictionAngle="26" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="9"
-              FrictionAngle="20" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="klei antropogeen (0)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="5"
-              FrictionAngle="23.8" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="28.5" SlopeRestProfile="0" DilatancyType="Phi"/>
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="31" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="Zand pleistoceen (2)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="28.5" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="WL_Zand WVP" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="28.5" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="WL_zand WVP (1)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
-              FrictionAngle="28.5" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="WL_Zand Pleistoceen" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="5"
-              FrictionAngle="21" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="WL_Betuwe (0-28) (2)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
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-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="5"
-              FrictionAngle="21" SlopeRestProfile="0" DilatancyType="Phi"/>
-        <Soil Name="WL_Betuwe (0-28)" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.001"
-              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="19"
-              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="5"
-              FrictionAngle="21" SlopeRestProfile="0" DilatancyType="Phi"/>
-    </Soils>
-    <Segments>
-        <Segment Name="DWP_1">
-            <SoilGeometryProbability SoilProfileName="DWP_1.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
-                                     Probability="100"/>
-        </Segment>
-        <Segment Name="DWP_2">
-            <SoilGeometryProbability SoilProfileName="DWP_2.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
-                                     Probability="100"/>
-        </Segment>
-        <Segment Name="DWP_3">
-            <SoilGeometryProbability SoilProfileName="DWP_3.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
-                                     Probability="100"/>
-        </Segment>
-        <Segment Name="DWP_4">
-            <SoilGeometryProbability SoilProfileName="DWP_4.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
-                                     Probability="100"/>
-        </Segment>
-        <Segment Name="DWP_5">
-            <SoilGeometryProbability SoilProfileName="DWP_5.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
-                                     Probability="100"/>
-        </Segment>
-        <Segment Name="DWP_6">
-            <SoilGeometryProbability SoilProfileName="DWP_6.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
-                                     Probability="100"/>
-        </Segment>
-        <Segment Name="DWP_7">
-            <SoilGeometryProbability SoilProfileName="DWP_7.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
-                                     Probability="100"/>
-        </Segment>
-        <Segment Name="DWP_8">
-            <SoilGeometryProbability SoilProfileName="DWP_8.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
-                                     Probability="100"/>
-        </Segment>
-        <Segment Name="DWP_9">
-            <SoilGeometryProbability SoilProfileName="DWP_9.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
-                                     Probability="100"/>
-        </Segment>
-        <Segment Name="DWP_10">
-            <SoilGeometryProbability SoilProfileName="DWP_10.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
-                                     Probability="100"/>
-        </Segment>
-        <Segment Name="DWP_11">
-            <SoilGeometryProbability SoilProfileName="DWP_11.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
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-        </Segment>
-        <Segment Name="DWP_12">
-            <SoilGeometryProbability SoilProfileName="DWP_12.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
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-        </Segment>
-        <Segment Name="DWP_13">
-            <SoilGeometryProbability SoilProfileName="DWP_13.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
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-        </Segment>
-        <Segment Name="DWP_14">
-            <SoilGeometryProbability SoilProfileName="DWP_14.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
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-        </Segment>
-        <Segment Name="DWP_15">
-            <SoilGeometryProbability SoilProfileName="DWP_15.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
-                                     Probability="100"/>
-        </Segment>
-        <Segment Name="DWP_16">
-            <SoilGeometryProbability SoilProfileName="DWP_16.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
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-        </Segment>
-        <Segment Name="DWP_17">
-            <SoilGeometryProbability SoilProfileName="DWP_17.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
-                                     Probability="100"/>
-        </Segment>
-        <Segment Name="DWP_18">
-            <SoilGeometryProbability SoilProfileName="DWP_18.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
-                                     Probability="100"/>
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-        <Segment Name="DWP_19">
-            <SoilGeometryProbability SoilProfileName="DWP_19.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
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-        <Segment Name="DWP_20">
-            <SoilGeometryProbability SoilProfileName="DWP_20.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
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-        <Segment Name="DWP_21">
-            <SoilGeometryProbability SoilProfileName="DWP_21.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
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-        <Segment Name="DWP_22">
-            <SoilGeometryProbability SoilProfileName="DWP_22.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
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-        <Segment Name="DWP_23">
-            <SoilGeometryProbability SoilProfileName="DWP_23.sti" SoilProfileType="2" SegmentFailureMechanismType="1"
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-        </Segment>
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-    <SoilProfiles1D/>
-    <StabilityParameters SearchMethod="0" GridDetermination="0" BishopTangentLinesDefinition="0"
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-                         BishopGridVerticalPointsDistance="2" BishopGridHorizontalPointsCount="14"
-                         BishopGridHorizontalPointsDistance="2" UpliftVanGridLeftVerticalPointsCount="36"
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-                         UpliftVanGridRightHorizontalPointsDistance="2" UpliftVanTangentLinesDefinition="0"
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+<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Design" FailureMechanismSystemType="0" StabilityModelType="Bishop" AnalysisType="NoAdaption" ProjectPath="D:\src\dam\DamClients\DamUI\trunk\data\Tutorials\DAMDesign\Stability" CalculationMap="DAM Tutorial Design.Calc" MaxCalculationCores="1">
+  <Locations>
+    <Location SurfaceLineName="DWP_18" SegmentName="DWP_18" Name="DWP_18" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="5.28" DistanceToEntryPoint="0">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
+      <DesignScenarios>
+        <DesignScenario Id="1" RiverLevel="1.7" RiverLevelLow="0" DikeTableHeight="2.2" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.8" HeadPl2="0" />
+      </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+    </Location>
+  </Locations>
+  <SurfaceLines>
+    <SurfaceLine Name="DWP_18">
+      <Points>
+        <Point X="0" Z="0.459320388" PointType="1" />
+        <Point X="16.57" Z="0.34" PointType="0" />
+        <Point X="17.45" Z="-0.06" PointType="0" />
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+        <Point X="38" Z="2.96" PointType="8" />
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+        <Point X="52.22" Z="-0.02" PointType="18" />
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+        <Point X="105.28" Z="0.74" PointType="0" />
+        <Point X="106" Z="0.74" PointType="25" />
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+    </SurfaceLine>
+  </SurfaceLines>
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+    <Soil Name="1Agrond dijk klei en zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="1" FrictionAngle="26" DilatancyType="Phi" Pop="10" />
+    <Soil Name="1Bberm (rijp m. erosbest)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="18" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2" FrictionAngle="23" DilatancyType="Phi" Pop="10" />
+    <Soil Name="1_wl_Zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.4" BelowPhreaticLevel="18.4" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32.3" DilatancyType="Phi" Pop="10" />
+    <Soil Name="1_wl_Zand (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.4" BelowPhreaticLevel="18.4" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32.3" DilatancyType="Phi" Pop="10" />
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+    <Soil Name="2_Zavel (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.9" BelowPhreaticLevel="18.9" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="3 klei bruin" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="1" FrictionAngle="26" DilatancyType="Phi" Pop="10" />
+    <Soil Name="3_klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="34.2" DilatancyType="Phi" Pop="10" />
+    <Soil Name="3_klei (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="34.2" DilatancyType="Phi" Pop="10" />
+    <Soil Name="3_Klei (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="4 klei grijs" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="1" FrictionAngle="26" DilatancyType="Phi" Pop="10" />
+    <Soil Name="4_Lichte klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13.6" BelowPhreaticLevel="13.6" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.9" FrictionAngle="31.3" DilatancyType="Phi" Pop="10" />
+    <Soil Name="4_Lichte klei (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13.6" BelowPhreaticLevel="13.6" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="31.3" DilatancyType="Phi" Pop="10" />
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+    <Soil Name="5 zand Holoceen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="18" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
+    <Soil Name="5_Veen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11.3" BelowPhreaticLevel="11.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.6" FrictionAngle="32.1" DilatancyType="Phi" Pop="10" />
+    <Soil Name="5_Veen (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11.4" BelowPhreaticLevel="11.4" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.6" FrictionAngle="32.1" DilatancyType="Phi" Pop="10" />
+    <Soil Name="5_Veen (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11.4" BelowPhreaticLevel="11.4" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="12.9" FrictionAngle="25.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="6 veen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="8" FrictionAngle="15" DilatancyType="Phi" Pop="10" />
+    <Soil Name="6_Klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="34.2" DilatancyType="Phi" Pop="10" />
+    <Soil Name="7 wl_zand Pleistoceen (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="29" DilatancyType="Phi" Pop="10" />
+    <Soil Name="7 zand Pleistoceen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="29" DilatancyType="Phi" Pop="10" />
+    <Soil Name="7_Zavel" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="18" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="4.2" FrictionAngle="31.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="8_Diep zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="35" DilatancyType="Phi" Pop="10" />
+    <Soil Name="8_Diep zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="20" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="35" DilatancyType="Phi" Pop="10" />
+    <Soil Name="8_wl_Diep zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="35" DilatancyType="Phi" Pop="10" />
+    <Soil Name="8_wl_Diep zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="20" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="35" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Aanvulling" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="25" DilatancyType="Phi" Pop="10" />
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+    <Soil Name="dijkklei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.7" BelowPhreaticLevel="18.7" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3.6" FrictionAngle="24.8" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Dijklichaam" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.3" BelowPhreaticLevel="19.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.6" FrictionAngle="32.1" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Dijklichaam (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.3" BelowPhreaticLevel="19.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.6" FrictionAngle="32.1" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Dijklichaam (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="0.01" BelowPhreaticLevel="0" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.6" FrictionAngle="32.1" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Dijkmateriaal" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.3" BelowPhreaticLevel="19.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.6" FrictionAngle="32.1" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Dijkmateriaal (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.3" BelowPhreaticLevel="19.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.6" FrictionAngle="32.1" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Dijkmateriaal kleiig (OB)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Dijkmateriaal kleiig (OB) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="0.01" BelowPhreaticLevel="0.02" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="dijksmateriaal_klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="dijksmateriaal_zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="26.7" DilatancyType="Phi" Pop="10" />
+    <Soil Name="dijkzand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.2" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.2" FrictionAngle="26.2" DilatancyType="Phi" Pop="10" />
+    <Soil Name="fijn zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
+    <Soil Name="GD (DKN)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="GD (DKO)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="GD (HVN)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="GD (HVO)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="GD (OB)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Hollandveen (HVN)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Hollandveen (HVN) (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Hollandveen (HVN) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Hollandveen (HVN) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Hollandveen (HVN) (3)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Hollandveen (HVN) 0" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Hollandveen (HVO)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Hollandveen (HVO) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Hollandveen (HVO) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="17.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3.5" FrictionAngle="18.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Klei (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="17.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3.5" FrictionAngle="18.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="klei (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3.3" FrictionAngle="19" DilatancyType="Phi" Pop="10" />
+    <Soil Name="klei (10)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3.3" FrictionAngle="19" DilatancyType="Phi" Pop="10" />
+    <Soil Name="klei (11)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.5" BelowPhreaticLevel="18.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="9" FrictionAngle="20" DilatancyType="Phi" Pop="10" />
+    <Soil Name="klei (12)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.5" BelowPhreaticLevel="18.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="9" FrictionAngle="20" DilatancyType="Phi" Pop="10" />
+    <Soil Name="klei (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="4.3" FrictionAngle="20.7" DilatancyType="Phi" Pop="10" />
+    <Soil Name="klei (3)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.2" BelowPhreaticLevel="18.2" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="4.5" FrictionAngle="22.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Klei (4)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2" FrictionAngle="23" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Klei (5)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2" FrictionAngle="23" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Klei (6)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="22" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Klei (7)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="24" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Klei (8)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="4" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="klei (9)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="4" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Klei (antropogeen)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16.5" BelowPhreaticLevel="16.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="4" FrictionAngle="25" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Klei antropogeen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.9" BelowPhreaticLevel="18.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="23.8" DilatancyType="Phi" Pop="10" />
+    <Soil Name="klei antropogeen (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="23.8" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Klei antropogeen (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.9" BelowPhreaticLevel="18.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="23.8" DilatancyType="Phi" Pop="10" />
+    <Soil Name="klei antropogeen (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="klei antropogeen (3)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="26" DilatancyType="Phi" Pop="10" />
+    <Soil Name="klei duin" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.7" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="klei duin (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.7" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="klei duinkerke" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.7" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="klei duinkerke (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.7" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Klei Duinkerke (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.7" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Klei Duinkerke (DKN)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Klei duinkerke (DKN) (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Klei duinkerke (DKN) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Klei Duinkerke (DKN) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Klei Duinkerke (DKO)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Klei duinkerke (DKO) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Klei Duinkerke (DKO) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="klei humeus" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="20" DilatancyType="Phi" Pop="10" />
+    <Soil Name="klei humeus (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="24" DilatancyType="Phi" Pop="10" />
+    <Soil Name="klei phi=c=0" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="22" DilatancyType="Phi" Pop="10" />
+    <Soil Name="klei phi=c=0 (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.2" BelowPhreaticLevel="18.2" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="23.8" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Klei, atropogeen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Klei, humeus" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="20" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Lichte klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="22" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Lichte klei (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="22" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Lichte klei (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="24" DilatancyType="Phi" Pop="10" />
+    <Soil Name="middelgrof zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Ondiep zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Ondiep zand (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Ondiep zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Ondiep zand (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Oude bekleding" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="1" FrictionAngle="22.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="siltig zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="25" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Undetermined (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="0" BelowPhreaticLevel="0" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="0" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Veen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2" FrictionAngle="20.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Veen (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.1" BelowPhreaticLevel="10.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="10" FrictionAngle="17" DilatancyType="Phi" Pop="10" />
+    <Soil Name="veen (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="15" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Veen (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3.3" FrictionAngle="16.9" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Veen (3)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="9" FrictionAngle="12.1" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Veen (4)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.1" BelowPhreaticLevel="10.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="10" FrictionAngle="17" DilatancyType="Phi" Pop="10" />
+    <Soil Name="veen (5)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.5" FrictionAngle="15" DilatancyType="Phi" Pop="10" />
+    <Soil Name="veen (6)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.5" FrictionAngle="15" DilatancyType="Phi" Pop="10" />
+    <Soil Name="veen (7)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="11" FrictionAngle="15" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Veen Holland (naast)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.3" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.8" FrictionAngle="14.7" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Veen Holland (naast) (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.3" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.8" FrictionAngle="14.7" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Veen Holland (onder)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.3" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="8" FrictionAngle="24.7" DilatancyType="Phi" Pop="10" />
+    <Soil Name="veen naast" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.3" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.8" FrictionAngle="14.7" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Veen naast (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.3" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.8" FrictionAngle="14.7" DilatancyType="Phi" Pop="10" />
+    <Soil Name="veen onder" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.3" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="8" FrictionAngle="24.7" DilatancyType="Phi" Pop="10" />
+    <Soil Name="venige klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="14.7" DilatancyType="Phi" Pop="10" />
+    <Soil Name="venige klei  phi=c=0" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="14.7" DilatancyType="Phi" Pop="10" />
+    <Soil Name="venige klei (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="14.7" DilatancyType="Phi" Pop="10" />
+    <Soil Name="venige klei (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="16" DilatancyType="Phi" Pop="10" />
+    <Soil Name="WL_Betuwe (0-28)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="WL_Betuwe (0-28) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_Diep zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_Diep zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_Diep zand (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_dijkzand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.2" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.2" FrictionAngle="26.2" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_fijn zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_middelgrof zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_Ondiep zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_Ondiep zand (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_Ondiep zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_Ondiep zand (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_siltig zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="25" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_Zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.3" BelowPhreaticLevel="18.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.9" FrictionAngle="27.6" DilatancyType="Phi" Pop="10" />
+    <Soil Name="WL_zand (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="WL_zand (3)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="WL_zand (4)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="WL_zand (5)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="WL_zand (6)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="31" DilatancyType="Phi" Pop="10" />
+    <Soil Name="WL_zand (7)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="31" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_Zand (antropogeen)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.5" BelowPhreaticLevel="20.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_Zand (antropogeen) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.5" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_Zand (antropogeen) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_zand phi=c=0" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.3" BelowPhreaticLevel="18.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.9" FrictionAngle="27.6" DilatancyType="Phi" Pop="10" />
+    <Soil Name="WL_Zand Pleistoceen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_zand schoon" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
+    <Soil Name="WL_Zand WVP" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="WL_zand WVP (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_zand, schoon" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27.6" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_Zand, siltig" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="26" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_zand, siltig (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.5" FrictionAngle="24.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_Zandaanvulling" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
+    <Soil Name="wl_zandondergrond" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
+    <Soil Name="zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.3" BelowPhreaticLevel="18.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.9" FrictionAngle="27.6" DilatancyType="Phi" Pop="10" />
+    <Soil Name="zand (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="31" DilatancyType="Phi" Pop="10" />
+    <Soil Name="zand (3)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="31" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Zand (antropogeen)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.5" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Zand (antropogeen) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.5" BelowPhreaticLevel="20.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Zand (antropogeen) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="zand antropogeen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
+    <Soil Name="zand antropogeen (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Zand Dijkmateriaal" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Zand Dijkmateriaal (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="zand los" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="26.7" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Zand los (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="26.7" DilatancyType="Phi" Pop="10" />
+    <Soil Name="zand phi=c=0" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.3" BelowPhreaticLevel="18.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.9" FrictionAngle="27.6" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Zand Pleistoceen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Zand Pleistoceen (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Zand pleistoceen (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="zand schoon" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Zand WVP" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="zand WVP (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Zand, antropogeen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
+    <Soil Name="zand, schoon" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27.6" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Zand, siltig" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="26" DilatancyType="Phi" Pop="10" />
+    <Soil Name="zand, siltig (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.5" FrictionAngle="24.5" DilatancyType="Phi" Pop="10" />
+    <Soil Name="Zandaanvulling" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
+    <Soil Name="zandondergrond" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
+  </Soils>
+  <Segments>
+    <Segment Name="DWP_1">
+      <SoilGeometryProbability SoilProfileName="DWP_1.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_2">
+      <SoilGeometryProbability SoilProfileName="DWP_2.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_3">
+      <SoilGeometryProbability SoilProfileName="DWP_3.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_4">
+      <SoilGeometryProbability SoilProfileName="DWP_4.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_5">
+      <SoilGeometryProbability SoilProfileName="DWP_5.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_6">
+      <SoilGeometryProbability SoilProfileName="DWP_6.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_7">
+      <SoilGeometryProbability SoilProfileName="DWP_7.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_8">
+      <SoilGeometryProbability SoilProfileName="DWP_8.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_9">
+      <SoilGeometryProbability SoilProfileName="DWP_9.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_10">
+      <SoilGeometryProbability SoilProfileName="DWP_10.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_11">
+      <SoilGeometryProbability SoilProfileName="DWP_11.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_12">
+      <SoilGeometryProbability SoilProfileName="DWP_12.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_13">
+      <SoilGeometryProbability SoilProfileName="DWP_13.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_14">
+      <SoilGeometryProbability SoilProfileName="DWP_14.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_15">
+      <SoilGeometryProbability SoilProfileName="DWP_15.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_16">
+      <SoilGeometryProbability SoilProfileName="DWP_16.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_17">
+      <SoilGeometryProbability SoilProfileName="DWP_17.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_18">
+      <SoilGeometryProbability SoilProfileName="DWP_18.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_19">
+      <SoilGeometryProbability SoilProfileName="DWP_19.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_20">
+      <SoilGeometryProbability SoilProfileName="DWP_20.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_21">
+      <SoilGeometryProbability SoilProfileName="DWP_21.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_22">
+      <SoilGeometryProbability SoilProfileName="DWP_22.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+    <Segment Name="DWP_23">
+      <SoilGeometryProbability SoilProfileName="DWP_23.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+    </Segment>
+  </Segments>
+  <SoilProfiles1D />
+  <SoilProfiles2D>
+    <SoilProfile2D Name="DWP_18.stix">
+      <Layers2D>
+        <Layer2D SoilName="wl_zand WVP" IsAquifer="true" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="0" Z="-11.5" />
+              <OuterPoint X="28.569" Z="-11.5" />
+              <OuterPoint X="38.9" Z="-11.5" />
+              <OuterPoint X="66.22" Z="-11.5" />
+              <OuterPoint X="66.22" Z="-15" />
+              <OuterPoint X="0" Z="-15" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="klei duinkerke" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="28.569" Z="-11.5" />
+              <OuterPoint X="0" Z="-11.5" />
+              <OuterPoint X="0" Z="-5.5" />
+              <OuterPoint X="28.508" Z="-5.5" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="klei duinkerke" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="38.9" Z="-11.5" />
+              <OuterPoint X="28.569" Z="-11.5" />
+              <OuterPoint X="28.508" Z="-5.5" />
+              <OuterPoint X="38.9" Z="-5.5" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="klei duinkerke" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="66.22" Z="-11.5" />
+              <OuterPoint X="38.9" Z="-11.5" />
+              <OuterPoint X="38.9" Z="-5.5" />
+              <OuterPoint X="66.22" Z="-5.5" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="klei duinkerke" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="66.22" Z="-5.5" />
+              <OuterPoint X="38.9" Z="-5.5" />
+              <OuterPoint X="38.9" Z="-2" />
+              <OuterPoint X="66.22" Z="-2" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="klei duinkerke" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="38.9" Z="-2" />
+              <OuterPoint X="38.9" Z="-5.5" />
+              <OuterPoint X="28.508" Z="-5.5" />
+              <OuterPoint X="28.473" Z="-2" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="klei duinkerke" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="66.22" Z="-2" />
+              <OuterPoint X="38.9" Z="-2" />
+              <OuterPoint X="38.9" Z="0" />
+              <OuterPoint X="41.499" Z="0.269" />
+              <OuterPoint X="42.76" Z="0.4" />
+              <OuterPoint X="43.71" Z="0.18" />
+              <OuterPoint X="46.74" Z="0.04" />
+              <OuterPoint X="46.94" Z="-0.02" />
+              <OuterPoint X="47.15" Z="0.04" />
+              <OuterPoint X="50.08" Z="0.33" />
+              <OuterPoint X="50.13" Z="0.24" />
+              <OuterPoint X="53.08" Z="0.19" />
+              <OuterPoint X="55.41" Z="0.26" />
+              <OuterPoint X="55.83" Z="0.35" />
+              <OuterPoint X="66.22" Z="0.74" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="klei duinkerke" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="38.9" Z="0" />
+              <OuterPoint X="38.9" Z="-2" />
+              <OuterPoint X="28.473" Z="-2" />
+              <OuterPoint X="28.456" Z="0" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="zand los" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="41.499" Z="0.269" />
+              <OuterPoint X="38.9" Z="0" />
+              <OuterPoint X="28.456" Z="0" />
+              <OuterPoint X="27.231" Z="0.17" />
+              <OuterPoint X="28.5" Z="0.7" />
+              <OuterPoint X="31.807" Z="1.68" />
+              <OuterPoint X="32.791" Z="1.96" />
+              <OuterPoint X="33.5" Z="2.39" />
+              <OuterPoint X="36.12" Z="2.29" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="Klei antropogeen" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="42.76" Z="0.4" />
+              <OuterPoint X="41.499" Z="0.269" />
+              <OuterPoint X="36.12" Z="2.29" />
+              <OuterPoint X="33.5" Z="2.39" />
+              <OuterPoint X="32.791" Z="1.96" />
+              <OuterPoint X="31.807" Z="1.68" />
+              <OuterPoint X="28.5" Z="0.7" />
+              <OuterPoint X="27.231" Z="0.17" />
+              <OuterPoint X="24.72" Z="0.52" />
+              <OuterPoint X="25.81" Z="0.73" />
+              <OuterPoint X="28.64" Z="1.7" />
+              <OuterPoint X="31.52" Z="2.68" />
+              <OuterPoint X="32.72" Z="2.96" />
+              <OuterPoint X="33.83" Z="2.99" />
+              <OuterPoint X="34.35" Z="2.97" />
+              <OuterPoint X="34.96" Z="2.95" />
+              <OuterPoint X="36.17" Z="2.89" />
+              <OuterPoint X="37.11" Z="2.54" />
+              <OuterPoint X="40.63" Z="1.2" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="klei duinkerke" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="28.508" Z="-5.5" />
+              <OuterPoint X="0" Z="-5.5" />
+              <OuterPoint X="0" Z="-2" />
+              <OuterPoint X="28.473" Z="-2" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="klei duinkerke" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="28.473" Z="-2" />
+              <OuterPoint X="0" Z="-2" />
+              <OuterPoint X="0" Z="0.47" />
+              <OuterPoint X="11.29" Z="0.34" />
+              <OuterPoint X="12.17" Z="-0.06" />
+              <OuterPoint X="12.96" Z="-0.07" />
+              <OuterPoint X="13.98" Z="0.32" />
+              <OuterPoint X="19.51" Z="0.35" />
+              <OuterPoint X="24.72" Z="0.52" />
+              <OuterPoint X="27.231" Z="0.17" />
+              <OuterPoint X="28.456" Z="0" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+      </Layers2D>
+      <PreconsolidationStresses />
+    </SoilProfile2D>
+  </SoilProfiles2D>
+  <StabilityParameters SearchMethod="0" GridDetermination="0" BishopTangentLinesDefinition="0" BishopTangentLinesDistance="0.25" BishopGridVerticalPointsCount="10" BishopGridVerticalPointsDistance="2.5" BishopGridHorizontalPointsCount="10" BishopGridHorizontalPointsDistance="2.5" UpliftVanGridLeftVerticalPointsCount="36" UpliftVanGridLeftVerticalPointsDistance="2" UpliftVanGridLeftHorizontalPointsCount="14" UpliftVanGridLeftHorizontalPointsDistance="2" UpliftVanGridRightVerticalPointsCount="3" UpliftVanGridRightVerticalPointsDistance="2" UpliftVanGridRightHorizontalPointsCount="6" UpliftVanGridRightHorizontalPointsDistance="2" UpliftVanTangentLinesDefinition="0" UpliftVanTangentLinesDistance="0.25" />
+  <AquiferSoils xsi:nil="true" />
+  <OperationalInputTimeSeries xsi:nil="true" />
+  <SensorData xsi:nil="true" />
 </Input>
\ No newline at end of file
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/DAM Tutorial Design0.soilmaterials.mdb
===================================================================
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Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/ZoneType0.soilmaterials.mdb
===================================================================
diff -u -r1741 -r5283
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