Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/Deltares.DamEngine.Calculators.Tests.csproj
===================================================================
diff -u -r909 -r925
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/Deltares.DamEngine.Calculators.Tests.csproj	(.../Deltares.DamEngine.Calculators.Tests.csproj)	(revision 909)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/Deltares.DamEngine.Calculators.Tests.csproj	(.../Deltares.DamEngine.Calculators.Tests.csproj)	(revision 925)
@@ -91,14 +91,21 @@
     </None>
   </ItemGroup>
   <ItemGroup>
+    <None Include="KernelWrappers\DamMacroStabilityCommon\TestData\OutwardsZones.sti">
+      <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
+    </None>
     <None Include="KernelWrappers\DamMacroStabilityCommon\TestData\ProfileOutput.xml">
       <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
     </None>
     <None Include="KernelWrappers\DamMacroStabilityCommon\TestData\soilmaterials.mdb">
       <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
     </None>
   </ItemGroup>
-  <ItemGroup />
+  <ItemGroup>
+    <None Include="KernelWrappers\DamMacroStabilityCommon\TestData\soilmaterialsOutwards.mdb">
+      <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
+    </None>
+  </ItemGroup>
   <Import Project="$(SolutionDir)..\build\Deltares.DamEngine.Version.targets" />
   <!-- To modify your build process, add your task inside one of the targets below and uncomment it. 
        Other similar extension points exist, see Microsoft.Common.targets.
Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityOutwards/DamMacroStabilityOutwardsKernelWrapperTests.cs
===================================================================
diff -u -r916 -r925
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityOutwards/DamMacroStabilityOutwardsKernelWrapperTests.cs	(.../DamMacroStabilityOutwardsKernelWrapperTests.cs)	(revision 916)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityOutwards/DamMacroStabilityOutwardsKernelWrapperTests.cs	(.../DamMacroStabilityOutwardsKernelWrapperTests.cs)	(revision 925)
@@ -33,6 +33,7 @@
 using Deltares.DamEngine.Calculators.Tests.KernelWrappers.DamMacroStabilityCommon;
 using Deltares.DamEngine.Data.General;
 using Deltares.DamEngine.Data.General.Results;
+using Deltares.DamEngine.Data.Standard.Calculation;
 using Deltares.DamEngine.Data.Standard.Logging;
 using Deltares.DamEngine.TestHelpers;
 using NUnit.Framework;
@@ -42,38 +43,43 @@
     [TestFixture]
     public class DamMacroStabilityOutwardsKernelWrapperTests
     {
-        private const string TestFolder = @"..\..\Deltares.DamEngine.Calculators.Tests\KernelWrappers\DamMacroStabilityCommon\TestData";
+        private const string testFolder = @"..\..\Deltares.DamEngine.Calculators.Tests\KernelWrappers\DamMacroStabilityCommon\TestData";
 
         [Test]
-        public void TestFullCalculation()
+        public void TestFullCalculationForProcess()
         {
-            // expected results are based on test CanCalculateStabilitySafetyFactorGeometry2D
-            // in 'https://repos.deltares.nl/repos/dam/dam classic' revision 190
+            // expected results are based on first run of this test as the actual values are irrelevant.
             const double diff = 0.01;
             
-            var exeName = @".\KernelWrappers\DamMacroStabilityCommon\DGeoStability.exe";
-
-            var absoluteFolder = Path.GetFullPath(Path.Combine(Directory.GetCurrentDirectory(), TestFolder));
+            var absoluteFolder = Path.GetFullPath(Path.Combine(Directory.GetCurrentDirectory(), testFolder));
             var workingDir = Path.Combine(absoluteFolder, "FullOut");
             // Relative paths in ini file do not work yet in DGeoStability 16.2. This is fixed in 18.1.
-
             if (Directory.Exists(workingDir))
             {
                 Directory.Delete(workingDir, true);
             }
 
             var damKernelInput = CreateDamKernelInput();
 
-            var failureMechanismeParamatersMStab = new FailureMechanismParametersMStab();
-            failureMechanismeParamatersMStab.MStabParameters.GridPosition = MStabGridPosition.Left;
-            failureMechanismeParamatersMStab.MStabParameters.SearchMethod = MStabSearchMethod.Grid;
-            failureMechanismeParamatersMStab.MStabParameters.CalculationOptions.MinimalCircleDepth = 1.0;
-            failureMechanismeParamatersMStab.DGeoStabilityExePath = exeName;
-            failureMechanismeParamatersMStab.ProjectWorkingPath = workingDir;
+            var failureMechanismeParamatersMStab = new FailureMechanismParametersMStab
+            {
+                MStabParameters =
+                {
+                    GridPosition = MStabGridPosition.Left,
+                    SearchMethod = MStabSearchMethod.Grid,
+                    CalculationOptions =
+                    {
+                        MinimalCircleDepth = 1.0
+                    }
+                },
+                ProjectWorkingPath = workingDir
+            };
 
-            var kernelWrapper = new DamMacroStabilityOutwardsKernelWrapper();
-            kernelWrapper.FailureMechanismParametersMStab = failureMechanismeParamatersMStab;
-        
+            var kernelWrapper = new DamMacroStabilityOutwardsKernelWrapper
+            {
+                FailureMechanismParametersMStab = failureMechanismeParamatersMStab
+            };
+
             // Prepare the wrapper. Result is input for the calculation dll
             IKernelDataInput damStabilityInput;
             IKernelDataOutput kernelOutput;
@@ -95,38 +101,117 @@
             List<DesignResult> results;
             kernelWrapper.PostProcess(damKernelInput, damMacroStabilityOutput, "", out results);
             Assert.AreEqual(2.935, results[0].StabilityDesignResults.SafetyFactor, diff);
+            Assert.AreEqual("", results[0].StabilityDesignResults.ResultMessage);
+            Assert.AreEqual(CalculationResult.Succeeded, results[0].CalculationResult);
         }
 
-        private static DamKernelInput CreateDamKernelInput()
+        [Test]
+        [Category(Categories.WorkInProgress)]
+        public void TestFullCalculationForProcess2()
         {
-            var soilDbName = Path.Combine(TestFolder, "soilmaterials.mdb");
-            var soilGeometry2DName = Path.Combine(TestFolder, "1D1.sti");
+            // expected results are based on first run of this test as the actual values are irrelevant.
+            const double diff = 0.01;
+
+            var absoluteFolder = Path.GetFullPath(Path.Combine(Directory.GetCurrentDirectory(), testFolder));
+            var workingDir = Path.Combine(absoluteFolder, "FullOut");
+            // Relative paths in ini file do not work yet in DGeoStability 16.2. This is fixed in 18.1.
+            if (Directory.Exists(workingDir))
+            {
+                Directory.Delete(workingDir, true);
+            }
+
+            var damKernelInput = CreateDamKernelInput(true);
+            damKernelInput.DesignScenario.Location.DikeEmbankmentMaterial = "Del_Ppp";
+            damKernelInput.DesignScenario.Location.ShoulderEmbankmentMaterial = "Del_Ppp";
+            damKernelInput.DesignScenario.Location.StabilityOptions.MinimalCircleDepth = 1.0;
+            var failureMechanismeParamatersMStab = new FailureMechanismParametersMStab
+            {
+                MStabParameters =
+                {
+                    GridPosition = MStabGridPosition.Left,
+                    SearchMethod = MStabSearchMethod.Grid,
+                    ZonesType = MStabZonesType.ZoneAreas,
+                    CalculationOptions =
+                    {
+                        MinimalCircleDepth = 1.0 
+                        // #BKA: HAS NO USE, IS RESET BY Scenario.Location.StabilityOptions.MinimalCircleDepth
+                        // WHEN WRITING MSTABXMLDOC. ZONEAREA SETTING IS NOT RESET (WHY??? I DO NOT KNOW)
+                    }
+                },
+                ProjectWorkingPath = workingDir
+            };
+
+            var kernelWrapper = new DamMacroStabilityOutwardsKernelWrapper
+            {
+                FailureMechanismParametersMStab = failureMechanismeParamatersMStab
+            };
+
+            // Prepare the wrapper. Result is input for the calculation dll
+            IKernelDataInput damStabilityInput;
+            IKernelDataOutput kernelOutput;
+            kernelWrapper.Prepare(damKernelInput, 0, out damStabilityInput, out kernelOutput);
+
+            // Validate the input
+            List<LogMessage> messages;
+            kernelWrapper.Validate(damStabilityInput, kernelOutput, out messages);
+            Assert.AreEqual(0, messages.Count);
+
+            // Run the dll
+            kernelWrapper.Execute(damStabilityInput, kernelOutput, out messages);
+            DamMacroStabilityOutput damMacroStabilityOutput = (DamMacroStabilityOutput)kernelOutput;
+            Assert.AreEqual(0, messages.Count);
+            Assert.AreEqual(7.017, damMacroStabilityOutput.StabilityOutputItems[0].Zone1Results.SafetyFactor, diff);
+            Assert.IsNull(damMacroStabilityOutput.StabilityOutputItems[0].Zone2Results);
+
+            // Fill the design results
+            List<DesignResult> results;
+            kernelWrapper.PostProcess(damKernelInput, damMacroStabilityOutput, "", out results);
+            Assert.AreEqual(7.017, results[0].StabilityDesignResults.SafetyFactor, diff);
+            Assert.AreEqual("", results[0].StabilityDesignResults.ResultMessage);
+            Assert.AreEqual(CalculationResult.Succeeded, results[0].CalculationResult);
+        }
+
+        private static DamKernelInput CreateDamKernelInput(bool realOut = false)
+        {
+            var soilDbName = Path.Combine(testFolder, "soilmaterials.mdb");
+            var soilGeometry2DName = Path.Combine(testFolder, "1D1.sti");
+            if (realOut)
+            {
+                soilDbName = Path.Combine(testFolder, "soilmaterialsOutwards.mdb");
+                soilGeometry2DName = Path.Combine(testFolder, "OutwardsZones.sti");
+            }
             var line = FactoryForSurfaceLines.CreateSurfaceLineTutorial1();
             var location = new Location();
             var scenario = DamMacroStabilityTestHelper.CreateScenarioForLocation(location, line);
-            scenario.Location.StabilityOptions = new StabilityOptions();
-            scenario.Location.StabilityOptions.TrafficLoad = 10.0;
-            scenario.Location.StabilityOptions.MapForSoilGeometries2D = TestFolder;
+            scenario.Location.StabilityOptions = new StabilityOptions
+            {
+                TrafficLoad = 10.0,
+                MapForSoilGeometries2D = testFolder
+            };
             scenario.Location.StabilityOptions.SoilDatabase = soilDbName;
             scenario.ModelFactors.RequiredSafetyFactorStabilityOuterSlope = 1.1;
 
-            var subSoilScenario = new SoilGeometryProbability();
-            subSoilScenario.StiFileName = soilGeometry2DName;
-            subSoilScenario.SoilProfileType = SoilProfileType.ProfileTypeStiFile;
-            subSoilScenario.SegmentFailureMechanismType = FailureMechanismSystemType.StabilityOutside;
+            var subSoilScenario = new SoilGeometryProbability
+            {
+                StiFileName = soilGeometry2DName,
+                SoilProfileType = SoilProfileType.ProfileTypeStiFile,
+                SegmentFailureMechanismType = FailureMechanismSystemType.StabilityOutside
+            };
 
-            var damKernelInput = new DamKernelInput();
-            damKernelInput.Location = location;
-            damKernelInput.DesignScenario = scenario;
-            damKernelInput.SubSoilScenario = subSoilScenario;
+            var damKernelInput = new DamKernelInput
+            {
+                Location = location,
+                DesignScenario = scenario,
+                SubSoilScenario = subSoilScenario
+            };
             return damKernelInput;
         }
 
         public XDocument ModifiedXmlDocument(string stiFileName)
         {
-            var xmlFileName = Path.Combine(TestFolder, "test.xml");
-            var geometryFileName = Path.Combine(TestFolder, "DWP_1.sti");
-            var soilDbName = Path.Combine(TestFolder, "DAM Tutorial Design0.soilmaterials.mdb");
+            var xmlFileName = Path.Combine(testFolder, "test.xml");
+            var geometryFileName = Path.Combine(testFolder, "DWP_1.sti");
+            var soilDbName = Path.Combine(testFolder, "DAM Tutorial Design0.soilmaterials.mdb");
             // modify name of output sti file
             XDocument xDocument = XDocument.Load(xmlFileName);
             XElement inputElement = (from element in xDocument.Root.Descendants()
@@ -154,8 +239,8 @@
         [Test]
         public void TestCreateDGeoStabilityInputFile()
         {
-            var stiFileName = Path.Combine(TestFolder, "test.sti");
-            var expectedStiFileName = Path.Combine(TestFolder, "expectedTest.sti");
+            var stiFileName = Path.Combine(testFolder, "test.sti");
+            var expectedStiFileName = Path.Combine(testFolder, "expectedTest.sti");
             if (File.Exists(stiFileName))
             {
                 File.Delete(stiFileName);
@@ -225,19 +310,27 @@
             var damKernelInput = CreateDamKernelInput();
             DamMacroStabilityOutputItem outputItem = new DamMacroStabilityOutputItem();
 
-            var zone1 = new DamMacroStabilityOutputItem.ResultsSingleZone();
-            zone1.SafetyFactor = 1.1;
-            zone1.EntryPointXCoordinate = 1.2;
-            zone1.ExitPointXCoordinate = 1.3;
+            var zone1 = new DamMacroStabilityOutputItem.ResultsSingleZone
+            {
+                SafetyFactor = 1.1,
+                EntryPointXCoordinate = 1.2,
+                ExitPointXCoordinate = 1.3
+            };
             outputItem.Zone1Results = zone1;
-            var zone2 = new DamMacroStabilityOutputItem.ResultsSingleZone();
-            zone2.SafetyFactor = 0.9;
-            zone2.EntryPointXCoordinate = 2.2;
-            zone2.ExitPointXCoordinate = 2.3;
+            var zone2 = new DamMacroStabilityOutputItem.ResultsSingleZone
+            {
+                SafetyFactor = 0.9,
+                EntryPointXCoordinate = 2.2,
+                ExitPointXCoordinate = 2.3
+            };
             outputItem.Zone2Results = zone2;
-            DamMacroStabilityOutput output = new DamMacroStabilityOutput();
-            output.StabilityOutputItems = new List<DamMacroStabilityOutputItem>();
-            output.StabilityOutputItems.Add(outputItem);
+            DamMacroStabilityOutput output = new DamMacroStabilityOutput
+            {
+                StabilityOutputItems = new List<DamMacroStabilityOutputItem>
+                {
+                    outputItem
+                }
+            };
             List<DesignResult> results;
             kernelWrapper.PostProcess(damKernelInput, output, "", out results);
             Assert.AreEqual(0.9, results[0].StabilityDesignResults.SafetyFactor);
@@ -306,12 +399,10 @@
         {
             // expected results are based on test CanCalculateStabilitySafetyFactorGeometry2D
             // in 'https://repos.deltares.nl/repos/dam/dam classic' revision 190
-            const double diff = 0.01;
-            var soilDbName = Path.Combine(TestFolder, "soilmaterials.mdb");
-            var soilGeometry2DName = Path.Combine(TestFolder, "1D1.sti");
-            var exeName = @".\KernelWrappers\DamMacroStabilityCommon\DGeoStability.exe";
-
-            var absoluteFolder = Path.GetFullPath(Path.Combine(Directory.GetCurrentDirectory(), TestFolder));
+            var soilDbName = Path.Combine(testFolder, "soilmaterials.mdb");
+            var soilGeometry2DName = Path.Combine(testFolder, "1D1.sti");
+            
+            var absoluteFolder = Path.GetFullPath(Path.Combine(Directory.GetCurrentDirectory(), testFolder));
             var workingDir = Path.Combine(absoluteFolder, "FullOut");
             // Relative paths in ini file do not work yet in DGeoStability 16.2. This is fixed in 18.1.
 
@@ -323,31 +414,46 @@
             var line = FactoryForSurfaceLines.CreateSurfaceLineTutorial1();
             var location = new Location();
             var scenario = DamMacroStabilityTestHelper.CreateScenarioForLocation(location, line);
-            scenario.Location.StabilityOptions = new StabilityOptions();
-            scenario.Location.StabilityOptions.TrafficLoad = 10.0;
-            scenario.Location.StabilityOptions.MapForSoilGeometries2D = TestFolder;
+            scenario.Location.StabilityOptions = new StabilityOptions
+            {
+                TrafficLoad = 10.0,
+                MapForSoilGeometries2D = testFolder
+            };
             scenario.Location.StabilityOptions.SoilDatabase = soilDbName;
             scenario.ModelFactors.RequiredSafetyFactorStabilityInnerSlope = 1.1;
 
-            var subSoilScenario = new SoilGeometryProbability();
-            subSoilScenario.StiFileName = soilGeometry2DName;
-            subSoilScenario.SoilProfileType = SoilProfileType.ProfileTypeStiFile;
-            subSoilScenario.SegmentFailureMechanismType = FailureMechanismSystemType.StabilityOutside;
+            var subSoilScenario = new SoilGeometryProbability
+            {
+                StiFileName = soilGeometry2DName,
+                SoilProfileType = SoilProfileType.ProfileTypeStiFile,
+                SegmentFailureMechanismType = FailureMechanismSystemType.StabilityOutside
+            };
 
-            var failureMechanismeParamatersMStab = new FailureMechanismParametersMStab();
-            failureMechanismeParamatersMStab.MStabParameters.GridPosition = MStabGridPosition.Left;
-            failureMechanismeParamatersMStab.MStabParameters.SearchMethod = MStabSearchMethod.GeneticAlgorithm;
-            failureMechanismeParamatersMStab.MStabParameters.CalculationOptions.MinimalCircleDepth = 1.0;
-            failureMechanismeParamatersMStab.DGeoStabilityExePath = exeName;
-            failureMechanismeParamatersMStab.ProjectWorkingPath = workingDir;
+            var failureMechanismeParamatersMStab = new FailureMechanismParametersMStab
+            {
+                MStabParameters =
+                {
+                    GridPosition = MStabGridPosition.Left,
+                    SearchMethod = MStabSearchMethod.GeneticAlgorithm,
+                    CalculationOptions =
+                    {
+                        MinimalCircleDepth = 1.0
+                    }
+                },
+                ProjectWorkingPath = workingDir
+            };
 
-            var damKernelInput = new DamKernelInput();
-            damKernelInput.Location = location;
-            damKernelInput.DesignScenario = scenario;
-            damKernelInput.SubSoilScenario = subSoilScenario;
+            var damKernelInput = new DamKernelInput
+            {
+                Location = location,
+                DesignScenario = scenario,
+                SubSoilScenario = subSoilScenario
+            };
 
-            var kernelWrapper = new DamMacroStabilityOutwardsKernelWrapper();
-            kernelWrapper.FailureMechanismParametersMStab = failureMechanismeParamatersMStab;
+            var kernelWrapper = new DamMacroStabilityOutwardsKernelWrapper
+            {
+                FailureMechanismParametersMStab = failureMechanismeParamatersMStab
+            };
 
             // Prepare the wrapper. Result is input for the calculation dll
             IKernelDataInput damStabilityInput;
Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityCommon/DamMacroStabilityTestHelper.cs
===================================================================
diff -u -r877 -r925
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityCommon/DamMacroStabilityTestHelper.cs	(.../DamMacroStabilityTestHelper.cs)	(revision 877)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityCommon/DamMacroStabilityTestHelper.cs	(.../DamMacroStabilityTestHelper.cs)	(revision 925)
@@ -76,6 +76,48 @@
             var s7 = new Soil("OB2");
             soilList.Soils.Add(s7);
 
+            var s8 = new Soil("veen")
+            {
+                AbovePhreaticLevel = 10.15,
+                BelowPhreaticLevel = 10.20
+            };
+            soilList.Soils.Add(s8);
+
+            var s9 = new Soil("Del_Ppp")
+            {
+                AbovePhreaticLevel = 10.15,
+                BelowPhreaticLevel = 10.20
+            };
+            soilList.Soils.Add(s9);
+
+            var s10 = new Soil("Del_Tcs_1")
+            {
+                AbovePhreaticLevel = 16.05,
+                BelowPhreaticLevel = 17.74
+            };
+            soilList.Soils.Add(s10);
+
+            var s11 = new Soil("Del_Ffg")
+            {
+                AbovePhreaticLevel = 12.65,
+                BelowPhreaticLevel = 12.70
+            };
+            soilList.Soils.Add(s11);
+
+            var s12 = new Soil("Del_Kms")
+            {
+                AbovePhreaticLevel = 18,
+                BelowPhreaticLevel = 20
+            };
+            soilList.Soils.Add(s12);
+
+            var s13 = new Soil("Del_Ssc")
+            {
+                AbovePhreaticLevel = 18,
+                BelowPhreaticLevel = 20
+            };
+            soilList.Soils.Add(s13);
+
             soilList.AquiferDictionary = new Dictionary<Soil, bool>();
             soilList.AquiferDictionary.Add(s1, false);
             soilList.AquiferDictionary.Add(s2, false);
@@ -84,6 +126,12 @@
             soilList.AquiferDictionary.Add(s5, true);
             soilList.AquiferDictionary.Add(s6, false);
             soilList.AquiferDictionary.Add(s7, false);
+            soilList.AquiferDictionary.Add(s8, false);
+            soilList.AquiferDictionary.Add(s9, false);
+            soilList.AquiferDictionary.Add(s10, false);
+            soilList.AquiferDictionary.Add(s11, false);
+            soilList.AquiferDictionary.Add(s12, false);
+            soilList.AquiferDictionary.Add(s13, true);
             return soilList;
         }
 
Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/DamMacroStabilityInwards/DamMacroStabilityInwardsKernelWrapper.cs
===================================================================
diff -u -r922 -r925
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/DamMacroStabilityInwards/DamMacroStabilityInwardsKernelWrapper.cs	(.../DamMacroStabilityInwardsKernelWrapper.cs)	(revision 922)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/DamMacroStabilityInwards/DamMacroStabilityInwardsKernelWrapper.cs	(.../DamMacroStabilityInwardsKernelWrapper.cs)	(revision 925)
@@ -79,8 +79,6 @@
                     model = MStabModelType.Bishop;
                 }
 
-                FailureMechanismParametersMStab.DGeoStabilityExePath = @".\KernelWrappers\DamMacroStabilityCommon\DGeoStability.exe";
-
                 if (string.IsNullOrEmpty(damKernelInput.WorkingDir))
                 {
                     FailureMechanismParametersMStab.ProjectWorkingPath = Directory.GetCurrentDirectory();
Index: DamEngine/trunk/src/Deltares.DamEngine.Data/General/FailureMechanismParametersMStab.cs
===================================================================
diff -u -r877 -r925
--- DamEngine/trunk/src/Deltares.DamEngine.Data/General/FailureMechanismParametersMStab.cs	(.../FailureMechanismParametersMStab.cs)	(revision 877)
+++ DamEngine/trunk/src/Deltares.DamEngine.Data/General/FailureMechanismParametersMStab.cs	(.../FailureMechanismParametersMStab.cs)	(revision 925)
@@ -28,6 +28,8 @@
 {
     public class FailureMechanismParametersMStab : IAssignable<FailureMechanismParametersMStab>, ICloneable<FailureMechanismParametersMStab>
     {
+        private const string dGeoStabilityExePath = @".\KernelWrappers\DamMacroStabilityCommon\DGeoStability.exe";
+
         /// <summary>
         /// Additinal specifications/settings of calculation using MStab
         /// </summary>
@@ -36,8 +38,29 @@
             this.MStabParameters = new MStabParameters();
             this.IsStabilityCheckOnUplift = false;
         }
+
+        /// <summary>
+        /// Gets or sets the project working path.
+        /// </summary>
+        /// <value>
+        /// The project working path.
+        /// </value>
         public string ProjectWorkingPath { get; set; }
-        public string DGeoStabilityExePath { get; set; }
+
+        /// <summary>
+        /// Gets the D-GeoStability executable path.
+        /// </summary>
+        /// <value>
+        /// The D-GeoStability path.
+        /// </value>
+        public string DGeoStabilityExePath
+        {
+            get
+            {
+                return dGeoStabilityExePath;
+            }
+        }
+
         public Location Location { get; set; }
         public SurfaceLine2 SurfaceLine { get; set; }
         public PLLines PLLines { get; set; }
@@ -83,8 +106,7 @@
         public void Assign(FailureMechanismParametersMStab failureMechanismParametersMStab)
         {
             this.ProjectWorkingPath = failureMechanismParametersMStab.ProjectWorkingPath;
-            this.DGeoStabilityExePath = failureMechanismParametersMStab.DGeoStabilityExePath;
-
+            
             this.Location = failureMechanismParametersMStab.Location;
             this.SurfaceLine = failureMechanismParametersMStab.SurfaceLine;
             this.SoilProfile = failureMechanismParametersMStab.SoilProfile;
Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityCommon/TestData/soilmaterialsOutwards.mdb
===================================================================
diff -u
Binary files differ
Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityCommon/TestData/OutwardsZones.sti
===================================================================
diff -u
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityCommon/TestData/OutwardsZones.sti	(revision 0)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityCommon/TestData/OutwardsZones.sti	(revision 925)
@@ -0,0 +1,1546 @@
+Input file for D-Geo Stability : Stability of earth slopes.
+==============================================================================
+COMPANY    : Stichting Deltares 
+LICENSE    : Unknown
+DATE       : 1/9/2018
+TIME       : 5:33:16 PM
+FILENAME   : D:\MWDAM-1057\Loc(RK214-200)_Sce(1)_Pro(Segment_1_1D36)_Ite(0).sti
+CREATED BY : D-Geo Stability version 16.2.2.900
+==========================    BEGINNING OF DATA     ==========================
+[VERSION]
+Soil=1002
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+YieldStress=1000
+D-Geo Stability=1006
+[END OF VERSION]
+
+[SOIL COLLECTION]
+    7 = number of items
+[SOIL]
+veen
+SoilColor=536870911
+SoilSoilType=4
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=10.15
+SoilGamWet=10.20
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Veen
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.00
+SoilStrengthIncreaseExponent=0.80
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.00
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=0.00
+SoilVertFluctScaleCoh=0.00
+SoilNumberOfTestsCoh=0
+SoilVarianceRatioCoh=0.00
+SoilHorFluctScalePhi=0.00
+SoilVertFluctScalePhi=0.00
+SoilNumberOfTestsPhi=0
+SoilVarianceRatioPhi=0.00
+SoilRRatio=0.0000001
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+DeL_Ppp
+SoilColor=536870911
+SoilSoilType=4
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=10.15
+SoilGamWet=10.20
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Veen
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.00
+SoilStrengthIncreaseExponent=0.80
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.00
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=0.00
+SoilVertFluctScaleCoh=0.00
+SoilNumberOfTestsCoh=0
+SoilVarianceRatioCoh=0.00
+SoilHorFluctScalePhi=0.00
+SoilVertFluctScalePhi=0.00
+SoilNumberOfTestsPhi=0
+SoilVarianceRatioPhi=0.00
+SoilRRatio=0.0000001
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+DeL_Tcs_1
+SoilColor=16777215
+SoilSoilType=3
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=16.05
+SoilGamWet=17.74
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_Calais
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.00
+SoilStrengthIncreaseExponent=0.80
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.00
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=0.00
+SoilVertFluctScaleCoh=0.00
+SoilNumberOfTestsCoh=0
+SoilVarianceRatioCoh=0.00
+SoilHorFluctScalePhi=0.00
+SoilVertFluctScalePhi=0.00
+SoilNumberOfTestsPhi=0
+SoilVarianceRatioPhi=0.00
+SoilRRatio=0.0000001
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+DeL_Ffg
+SoilColor=536870911
+SoilSoilType=3
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=12.65
+SoilGamWet=12.70
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_Calais
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.00
+SoilStrengthIncreaseExponent=0.80
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.00
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=0.00
+SoilVertFluctScaleCoh=0.00
+SoilNumberOfTestsCoh=0
+SoilVarianceRatioCoh=0.00
+SoilHorFluctScalePhi=0.00
+SoilVertFluctScalePhi=0.00
+SoilNumberOfTestsPhi=0
+SoilVarianceRatioPhi=0.00
+SoilRRatio=0.0000001
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+DeL_Kms
+SoilColor=16777215
+SoilSoilType=1
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamWet=20.00
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Zand
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.00
+SoilStrengthIncreaseExponent=0.80
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=1
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.00
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=0.00
+SoilVertFluctScaleCoh=0.00
+SoilNumberOfTestsCoh=0
+SoilVarianceRatioCoh=0.00
+SoilHorFluctScalePhi=0.00
+SoilVertFluctScalePhi=0.00
+SoilNumberOfTestsPhi=0
+SoilVarianceRatioPhi=0.00
+SoilRRatio=0.0000001
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+DeL_Ssc
+SoilColor=16777215
+SoilSoilType=1
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamWet=20.00
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Zand
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.00
+SoilStrengthIncreaseExponent=0.80
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=1
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.00
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=0.00
+SoilVertFluctScaleCoh=0.00
+SoilNumberOfTestsCoh=0
+SoilVarianceRatioCoh=0.00
+SoilHorFluctScalePhi=0.00
+SoilVertFluctScalePhi=0.00
+SoilNumberOfTestsPhi=0
+SoilVarianceRatioPhi=0.00
+SoilRRatio=0.0000001
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+DUMMY
+SoilColor=536870911
+SoilSoilType=1
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=0.01
+SoilGamWet=0.01
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Veen
+SoilBondStressTableName=
+SoilMatStrengthType=1
+SoilProbInputValues=0
+SoilRatioCuPc=0.00
+SoilStrengthIncreaseExponent=0.80
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.00
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=0.00
+SoilVertFluctScaleCoh=0.00
+SoilNumberOfTestsCoh=0
+SoilVarianceRatioCoh=0.00
+SoilHorFluctScalePhi=0.00
+SoilVertFluctScalePhi=0.00
+SoilNumberOfTestsPhi=0
+SoilVarianceRatioPhi=0.00
+SoilRRatio=0.0000001
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[END OF SOIL COLLECTION]
+
+[GEOMETRY DATA]
+[ACCURACY]
+        0.0010
+[END OF ACCURACY]
+
+[POINTS]
+     91  - Number of geometry points -
+       1          0.000         -2.650          0.000
+       2          0.376         -2.820          0.000
+       3          0.807         -2.820          0.000
+       4          1.396         -2.800          0.000
+       5          1.863         -2.850          0.000
+       6          2.430         -3.120          0.000
+       7          2.883         -3.270          0.000
+       8          3.188         -3.340          0.000
+       9          3.698         -3.500          0.000
+      10          4.272         -3.650          0.000
+      11          4.740         -3.780          0.000
+      12          5.300         -3.820          0.000
+      13          5.874         -3.680          0.000
+      14          6.285         -3.600          0.000
+      15          6.802         -3.630          0.000
+      16          7.213         -3.530          0.000
+      17          7.709         -3.330          0.000
+      18          8.148         -3.070          0.000
+      19          8.665         -3.070          0.000
+      20          9.254         -3.280          0.000
+      21          9.764         -2.930          0.000
+      22         10.182         -2.780          0.000
+      23         10.784         -2.440          0.000
+      24         10.876         -2.380          0.000
+      25         11.315         -1.950          0.000
+      26         11.657         -1.849          0.000
+      27         12.024         -1.740          0.000
+      28         12.373         -1.779          0.000
+      29         12.740         -1.820          0.000
+      30         13.448         -1.850          0.000
+      31         14.157         -2.000          0.000
+      32         14.873         -2.170          0.000
+      33         15.574         -2.530          0.000
+      34         16.283         -2.850          0.000
+      35         16.998         -2.980          0.000
+      36         17.707         -3.040          0.000
+      37         18.415         -3.060          0.000
+      38         19.131         -3.070          0.000
+      39         19.840         -3.090          0.000
+      40         20.548         -3.050          0.000
+      41         21.256         -3.200          0.000
+      42         21.965         -3.340          0.000
+      43         22.674         -3.460          0.000
+      44         23.389         -3.680          0.000
+      45         24.098         -3.970          0.000
+      46         24.807         -4.050          0.000
+      47         25.522         -4.110          0.000
+      48         26.231         -4.170          0.000
+      49         26.932         -4.240          0.000
+      50         27.647         -4.270          0.000
+      51         28.356         -4.320          0.000
+      52         29.065         -4.320          0.000
+      53         29.774         -4.360          0.000
+      54         30.489         -4.360          0.000
+      55         31.198         -4.400          0.000
+      56         31.907         -4.380          0.000
+      57          0.000        -45.000          0.000
+      58         31.907        -45.000          0.000
+      59          0.000         -3.500          0.000
+      60          0.000         -7.000          0.000
+      61         31.907         -7.000          0.000
+      62          0.000        -15.000          0.000
+      63         31.907        -15.000          0.000
+      64          0.000        -25.000          0.000
+      65         31.907        -25.000          0.000
+      66          7.287         -3.500          0.000
+      67         11.264         -2.000          0.000
+      68         22.804         -3.500          0.000
+      69          0.000         -2.520          0.000
+      70         10.642         -2.520          0.000
+      71         11.315         -2.320          0.000
+      72         14.873         -2.320          0.000
+      73         16.998         -3.180          0.000
+      74         24.098         -4.170          0.000
+      75         24.807         -4.250          0.000
+      76         25.522         -4.310          0.000
+      77         26.231         -4.370          0.000
+      78         26.932         -4.440          0.000
+      79         27.647         -4.470          0.000
+      80         28.356         -4.520          0.000
+      81         29.065         -4.520          0.000
+      82         29.774         -4.560          0.000
+      83         30.489         -4.560          0.000
+      84         31.198         -4.600          0.000
+      85         31.907         -4.580          0.000
+      86          0.000        -45.000          0.000
+      87         31.907        -45.000          0.000
+      88          0.000         -7.000          0.000
+      89         31.907         -7.000          0.000
+      90          0.000        -45.000          0.000
+      91         31.907        -45.000          0.000
+[END OF POINTS]
+
+[CURVES]
+  84 - Number of curves -
+     1 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        57    58
+     2 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        67    31
+     3 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        59     9
+     4 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        66    68
+     5 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        60    61
+     6 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        62    63
+     7 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        64    65
+     8 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         1     2
+     9 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         2     3
+    10 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         3     4
+    11 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         4     5
+    12 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         5     6
+    13 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         6     7
+    14 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         7     8
+    15 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         8     9
+    16 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         9    10
+    17 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        10    11
+    18 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        11    12
+    19 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        12    13
+    20 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        13    14
+    21 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        14    15
+    22 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        15    16
+    23 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        16    66
+    24 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        66    17
+    25 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        17    18
+    26 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        18    19
+    27 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        19    20
+    28 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        20    21
+    29 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        21    22
+    30 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        22    23
+    31 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        23    24
+    32 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        24    67
+    33 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        67    25
+    34 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        25    26
+    35 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        26    27
+    36 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        27    28
+    37 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        28    29
+    38 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        29    30
+    39 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        30    31
+    40 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        31    32
+    41 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        32    33
+    42 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        33    34
+    43 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        34    35
+    44 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        35    36
+    45 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        36    37
+    46 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        37    38
+    47 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        38    39
+    48 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        39    40
+    49 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        40    41
+    50 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        41    42
+    51 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        42    43
+    52 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        43    68
+    53 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        68    44
+    54 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        44    45
+    55 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        45    46
+    56 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        46    47
+    57 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        47    48
+    58 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        48    49
+    59 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        49    50
+    60 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        50    51
+    61 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        51    52
+    62 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        52    53
+    63 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        53    54
+    64 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        54    55
+    65 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        55    56
+    66 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        69    70
+    67 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        70    71
+    68 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        71    72
+    69 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        72    73
+    70 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        73    74
+    71 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        74    75
+    72 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        75    76
+    73 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        76    77
+    74 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        77    78
+    75 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        78    79
+    76 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        79    80
+    77 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        80    81
+    78 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        81    82
+    79 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        82    83
+    80 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        83    84
+    81 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        84    85
+    82 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        86    87
+    83 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        88    89
+    84 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        90    91
+[END OF CURVES]
+
+[BOUNDARIES]
+   8 - Number of boundaries -
+     0 - Boundary number
+       1 - number of curves on boundary, next line(s) are curvenumbers
+         1
+     1 - Boundary number
+       1 - number of curves on boundary, next line(s) are curvenumbers
+         7
+     2 - Boundary number
+       1 - number of curves on boundary, next line(s) are curvenumbers
+         6
+     3 - Boundary number
+       1 - number of curves on boundary, next line(s) are curvenumbers
+         5
+     4 - Boundary number
+      23 - number of curves on boundary, next line(s) are curvenumbers
+         3    16    17    18    19    20    21    22    23     4
+        53    54    55    56    57    58    59    60    61    62
+        63    64    65
+     5 - Boundary number
+      45 - number of curves on boundary, next line(s) are curvenumbers
+         3    16    17    18    19    20    21    22    23    24
+        25    26    27    28    29    30    31    32     2    40
+        41    42    43    44    45    46    47    48    49    50
+        51    52    53    54    55    56    57    58    59    60
+        61    62    63    64    65
+     6 - Boundary number
+      51 - number of curves on boundary, next line(s) are curvenumbers
+         3    16    17    18    19    20    21    22    23    24
+        25    26    27    28    29    30    31    32    33    34
+        35    36    37    38    39    40    41    42    43    44
+        45    46    47    48    49    50    51    52    53    54
+        55    56    57    58    59    60    61    62    63    64
+        65
+     7 - Boundary number
+      58 - number of curves on boundary, next line(s) are curvenumbers
+         8     9    10    11    12    13    14    15    16    17
+        18    19    20    21    22    23    24    25    26    27
+        28    29    30    31    32    33    34    35    36    37
+        38    39    40    41    42    43    44    45    46    47
+        48    49    50    51    52    53    54    55    56    57
+        58    59    60    61    62    63    64    65
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+   8 - Number of boundaries -
+  1
+  1
+  1
+  1
+  1
+  1
+  1
+  1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+   8 - Number of boundaries -
+   0.00000000000000E+0000
+   0.00000000000000E+0000
+   0.00000000000000E+0000
+   0.00000000000000E+0000
+   0.00000000000000E+0000
+   0.00000000000000E+0000
+   0.00000000000000E+0000
+   0.00000000000000E+0000
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+   8 - Number of boundaries -
+  0
+  0
+  0
+  0
+  0
+  0
+  0
+  0
+[END OF DISTRIBUTION BOUNDARIES]
+
+[PIEZO LINES]
+   4 - Number of piezometric level lines -
+     1 - PlLine number
+      16 - number of curves on PlLine,  next line(s) are curvenumbers
+        66    67    68    69    70    71    72    73    74    75
+        76    77    78    79    80    81
+     2 - PlLine number
+       1 - number of curves on PlLine,  next line(s) are curvenumbers
+        82
+     3 - PlLine number
+       1 - number of curves on PlLine,  next line(s) are curvenumbers
+        83
+     4 - PlLine number
+       1 - number of curves on PlLine,  next line(s) are curvenumbers
+        84
+[END OF PIEZO LINES]
+
+[PHREATIC LINE]
+   1 - Number of the piezometric level line acting as phreatic line -
+[END OF PHREATIC LINE]
+
+[WORLD CO-ORDINATES]
+          0.000 - X world 1 -
+          0.000 - Y world 1 -
+          0.000 - X world 2 -
+          0.000 - Y world 2 -
+[END OF WORLD CO-ORDINATES]
+
+[LAYERS]
+   7 - Number of layers -
+     1 - Layer number, next line is material of layer
+       DeL_Ssc
+       3 - Piezometric level line at top of layer
+       3 - Piezometric level line at bottom of layer
+       1 - Boundarynumber at top of layer
+       0 - Boundarynumber at bottom of layer
+     2 - Layer number, next line is material of layer
+       DeL_Kms
+       3 - Piezometric level line at top of layer
+       3 - Piezometric level line at bottom of layer
+       2 - Boundarynumber at top of layer
+       1 - Boundarynumber at bottom of layer
+     3 - Layer number, next line is material of layer
+       DeL_Ffg
+      99 - Piezometric level line at top of layer
+      99 - Piezometric level line at bottom of layer
+       3 - Boundarynumber at top of layer
+       2 - Boundarynumber at bottom of layer
+     4 - Layer number, next line is material of layer
+       DeL_Tcs_1
+       1 - Piezometric level line at top of layer
+       1 - Piezometric level line at bottom of layer
+       4 - Boundarynumber at top of layer
+       3 - Boundarynumber at bottom of layer
+     5 - Layer number, next line is material of layer
+       DeL_Ppp
+       1 - Piezometric level line at top of layer
+       1 - Piezometric level line at bottom of layer
+       5 - Boundarynumber at top of layer
+       4 - Boundarynumber at bottom of layer
+     6 - Layer number, next line is material of layer
+       veen
+      99 - Piezometric level line at top of layer
+      99 - Piezometric level line at bottom of layer
+       6 - Boundarynumber at top of layer
+       5 - Boundarynumber at bottom of layer
+     7 - Layer number, next line is material of layer
+       DeL_Ppp
+       1 - Piezometric level line at top of layer
+      99 - Piezometric level line at bottom of layer
+       7 - Boundarynumber at top of layer
+       6 - Boundarynumber at bottom of layer
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+
+
+
+[MODEL]
+  1 : Bishop
+  1 : C phi
+  0 : Probabilistic off
+  1 : Mean
+  0 : Geotextiles off
+  0 : Nails off
+  1 : Zone plot on
+  0 : Local measurements
+[END OF MODEL]
+[MSEEPNET]
+ Use potential file 
+  0 : Do not use water net of MSeep file
+  0 : Do not make negative pressures 0
+[UNIT WEIGHT WATER]
+     9.81 : Unit weight water
+[DEGREE OF CONSOLIDATION]
+   7 Number of layers 
+     7      100
+     6      100 100
+     5      100 100 100
+     4      100 100 100 100
+     3      100 100 100 100 100
+     2      100 100 100 100 100 100
+     1      100 100 100 100 100 100 100
+  0    capillary water not included
+[degree Temporary loads]
+           100 100 100 100 100 100 100 
+  0    capillary water not included
+[degree Free water(Cu)]
+           100 100 100 100 100 100 100 
+[degree earth quake]
+           100 100 100 100 100 100 100 
+[CIRCLES]
+        8.094           13.094       5    X-direction
+       -1.835            3.165       5    Y-direction
+       -3.820           -6.820       7    Tangent lines
+        0.000            0.000       0    no fixed point used 
+[SPENCER SLIP DATA]
+            0    Number of points
+[SPENCER SLIP DATA 2]
+            0    Number of points
+[SPENCER SLIP INTERVAL]
+  2 : Slip spencer interval
+[LINE LOADS]
+  0    =  number of items
+[UNIFORM LOADS ]
+  0     = number of items
+[TREE ON SLOPE]
+0.00 = WindForce
+0.00 = XCoordinate
+0.00 = YCoordinate
+10.00 = width of root zone
+0.0 = AngleOfDistribution
+[END OF TREE ON SLOPE]
+[EARTH QUAKE]
+     0.000 = horizontal acceleration 
+     0.000 = vertical acceleration 
+     0.000 = free water moment factor 
+[SIGMA-TAU CURVES]
+    3 = number of items
+[STRESS CURVE]
+Veen
+6
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=1.40
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=2.00
+SoilStressTableTau=1.90
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=5.00
+SoilStressTableTau=2.80
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=10.00
+SoilStressTableTau=4.40
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=20.00
+SoilStressTableTau=7.90
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=50.00
+SoilStressTableTau=18.70
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Klei_Calais
+10
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=0.42
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=9.36
+SoilStressTableTau=3.91
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=15.12
+SoilStressTableTau=6.06
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=20.88
+SoilStressTableTau=8.34
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=26.64
+SoilStressTableTau=10.25
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=32.40
+SoilStressTableTau=12.16
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=38.16
+SoilStressTableTau=13.77
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=43.92
+SoilStressTableTau=15.13
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=49.68
+SoilStressTableTau=16.83
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=55.44
+SoilStressTableTau=17.39
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Zand
+2
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=0.00
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=110.79
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+    0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MEASURED YIELD STRESSES]
+[YIELD STRESSES]
+    0 = number of items
+[END OF YIELD STRESSES]
+[END OF MEASURED YIELD STRESSES]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+      1.00     [m]
+[Slip Circle Selection]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[End of Slip Circle Selection]
+[START VALUE SAFETY FACTOR]
+     1.000     [-]
+[REFERENCE LEVEL SU]
+  16.000    Excavation gamma above freatic level
+  18.000    Excavation gamma below freatic level
+       2    number of points
+       0.000        -45.000    x   y 
+      31.907        -45.000    x   y 
+[END OF REFERENCE LEVEL SU]
+
+[LIFT SLIP DATA]
+        0.000            0.000       1    X-direction Left
+        0.000            0.000       1    Y-direction Left
+        0.000            0.000       1    X-direction Right
+        0.000            0.000       1    Y-direction Right
+        0.000            0.000       1    Y-direction tangent lines
+            0                             Automatic grid calculation (1)
+[EXTERNAL WATER LEVELS]
+     0      = No water data used 
+  0.00      = Design level 
+  0.30      = Decimate height 
+    1     norm = 1/10000 
+    1 = number of items
+Water data (1)
+     1 = Phreatic line  
+  0.00 = Level 
+ Piezo lines 
+   7 - Number of layers 
+       3         3 = Pl-top and pl-bottom 
+       3         3 = Pl-top and pl-bottom 
+      99        99 = Pl-top and pl-bottom 
+       1         1 = Pl-top and pl-bottom 
+       1         1 = Pl-top and pl-bottom 
+      99        99 = Pl-top and pl-bottom 
+       1        99 = Pl-top and pl-bottom 
+[MODEL FACTOR]
+            1.00 = Limit value stability factor
+            0.08 = Standard deviation for limit value stability factor
+            0.00 = Reference standard deviation for degree of consolidation
+          100.00 = Length of the section
+    0 = Use contribution of end section
+            0.00 = Lateral stress ratio
+            0.25 = Coefficient of variation contribution edge of section
+[CALCULATION OPTIONS]
+MoveCalculationGrid=1
+ProbCalculationType=2
+SearchMethod=0
+[END OF CALCULATION OPTIONS]
+[PROBABILISTIC DEFAULTS]
+CohesionVariationTotal=0.25
+CohesionDesignPartial=1.25
+CohesionDesignStdDev=-1.65
+CohesionDistribution=3
+PhiVariationTotal=0.15
+PhiDesignPartial=1.10
+PhiDesignStdDev=-1.65
+PhiDistribution=3
+StressTableVariationTotal=0.20
+StressTableDesignPartial=1.15
+StressTableDesignStdDev=-1.65
+StressTableDistribution=3
+RatioCuPcVariationTotal=0.25
+RatioCuPcDesignPartial=1.15
+RatioCuPcDesignStdDev=-1.65
+RatioCuPcDistribution=3
+CuVariationTotal=0.25
+CuDesignPartial=1.15
+CuDesignStdDev=-1.65
+CuDistribution=3
+POPVariationTotal=0.10
+POPDesignPartial=1.10
+POPDesignStdDev=-1.65
+POPDistribution=3
+CompressionRatioVariationTotal=0.25
+CompressionRatioDesignPartial=1.00
+CompressionRatioDesignStdDev=0.00
+CompressionRatioDistribution=3
+ConsolidationCoefTotalStdDev=20.00
+ConsolidationCoefDesignPartial=1.00
+ConsolidationCoefDesignStdDev=1.65
+ConsolidationCoefDistribution=2
+HydraulicPressureTotalStdDev=0.50
+HydraulicPressureDesignPartial=1.00
+HydraulicPressureDesignStdDev=1.65
+HydraulicPressureDistribution=3
+LimitValueBishopMean=1.00
+LimitValueBishopStdDev=0.08
+LimitValueBishopDistribution=3
+LimitValueVanMean=0.95
+LimitValueVanStdDev=0.08
+LimitValueVanDistribution=3
+[END OF PROBABILISTIC DEFAULTS]
+[NEWZONE PLOT DATA]
+        0.00 = Diketable Height [m]
+        0.00 = Width top rest profile [m]
+        0.00 = X co-ordinate indicating start of zone [m]
+       31.90 = Boundary of M.H.W influence at X [m]
+       -1.75 = Boundary of M.H.W influence at Y [m]
+        0.50 = Required safety in zone 1a
+        0.50 = Required safety in zone 1b
+        0.50 = Required safety in zone 2a
+        0.50 = Required safety in zone 2b
+        0.01 = Left side minimum road [m]
+        0.01 = Right side minimum road [m]
+        0.90 = Required safety in zone 3a
+        0.90 = Required safety in zone 3b
+   1    Stability calculation at right side
+        0.50 = Remolding reduction factor
+        0.80 = Schematization reduction factor
+   1    Overtopping condition less or equal 0.1 l/m/s
+[HORIZONTAL BALANCE]
+HorizontalBalanceXLeft=0.000
+HorizontalBalanceXRight=0.000
+HorizontalBalanceYTop=0.00
+HorizontalBalanceYBottom=0.00
+HorizontalBalanceNYInterval=1
+[END OF HORIZONTAL BALANCE]
+[REQUESTED CIRCLE SLICES]
+ 30     = number of slices
+[REQUESTED LIFT SLICES]
+ 50     = number of slices
+[REQUESTED SPENCER SLICES]
+ 50     = number of slices
+[SOIL RESISTANCE]
+SoilResistanceDowelAction=1
+SoilResistancePullOut=1
+[END OF SOIL RESISTANCE]
+[GENETIC ALGORITHM OPTIONS BISHOP]
+PopulationCount=50
+GenerationCount=50
+EliteCount=2
+MutationRate=0.200
+CrossOverScatterFraction=1.000
+CrossOverSinglePointFraction=0.000
+CrossOverDoublePointFraction=0.000
+MutationJumpFraction=1.000
+MutationCreepFraction=0.000
+MutationInverseFraction=0.000
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS BISHOP]
+[GENETIC ALGORITHM OPTIONS LIFTVAN]
+PopulationCount=50
+GenerationCount=50
+EliteCount=2
+MutationRate=0.250
+CrossOverScatterFraction=1.000
+CrossOverSinglePointFraction=0.000
+CrossOverDoublePointFraction=0.000
+MutationJumpFraction=1.000
+MutationCreepFraction=0.000
+MutationInverseFraction=0.000
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS LIFTVAN]
+[GENETIC ALGORITHM OPTIONS SPENCER]
+PopulationCount=50
+GenerationCount=50
+EliteCount=2
+MutationRate=0.300
+CrossOverScatterFraction=0.000
+CrossOverSinglePointFraction=0.700
+CrossOverDoublePointFraction=0.300
+MutationJumpFraction=0.000
+MutationCreepFraction=0.900
+MutationInverseFraction=0.100
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS SPENCER]
+[MODEL SPECIAL]
+IsAlternativeStrength=0
+IsAdditionalPorePressure=0
+[END OF MODEL SPECIAL]
+[NAIL TYPE DEFAULTS]
+NailTypeLengthNail=0.00
+NailTypeDiameterNail=0.00
+NailTypeDiameterGrout=0.00
+NailTypeYieldForceNail=0.00
+NailTypePlasticMomentNail=0.00
+NailTypeBendingStiffnessNail=0.00E+00
+NailTypeUseFacingOrBearingPlate=0
+[END OF NAIL TYPE DEFAULTS]
+[END OF INPUT FILE]
Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityInwards/DamMacroStabilityInwardsKernelWrapperTests.cs
===================================================================
diff -u -r916 -r925
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityInwards/DamMacroStabilityInwardsKernelWrapperTests.cs	(.../DamMacroStabilityInwardsKernelWrapperTests.cs)	(revision 916)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityInwards/DamMacroStabilityInwardsKernelWrapperTests.cs	(.../DamMacroStabilityInwardsKernelWrapperTests.cs)	(revision 925)
@@ -52,7 +52,6 @@
             const double diff = 0.01;
             var soilDbName = Path.Combine(TestFolder, "soilmaterials.mdb");
             var soilGeometry2DName = "1D1.sti";
-            var exeName = @".\KernelWrappers\DamMacroStabilityCommon\DGeoStability.exe";
 
             var absoluteFolder = Path.GetFullPath(Path.Combine(Directory.GetCurrentDirectory(), TestFolder));
             var workingDir = Path.Combine(absoluteFolder, "FullOut");
@@ -82,8 +81,7 @@
             failureMechanismeParamatersMStab.MStabParameters.SearchMethod = MStabSearchMethod.GeneticAlgorithm;
             failureMechanismeParamatersMStab.MStabParameters.CalculationOptions.MinimalCircleDepth = 1.0;
             failureMechanismeParamatersMStab.MStabParameters.Model = MStabModelType.Bishop;
-            failureMechanismeParamatersMStab.DGeoStabilityExePath = exeName;
-
+            
             var damKernelInput = new DamKernelInput();
             damKernelInput.Location = location;
             damKernelInput.DesignScenario = scenario;