Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile18.xml
===================================================================
diff -u -r1034 -r1162
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile18.xml	(.../MacroStabilityTutorialDesignInputFile18.xml)	(revision 1034)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile18.xml	(.../MacroStabilityTutorialDesignInputFile18.xml)	(revision 1162)
@@ -1,7 +1,8 @@
 <?xml version="1.0" encoding="utf-8"?>
-<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\DamEngineTestProjects\DAM Tutorial Design" CalculationMap="DAM Tutorial Design.Calc">
+<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\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">
+    <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" PolderLevel="-0.8" HeadPl2="0" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="0.5" Pl1BelowShoulderCrestPolderside="0.2" Pl1BelowToeDikePolderside="0.2" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/MacroStabilityOutwardsTests.cs
===================================================================
diff -u -r1140 -r1162
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/MacroStabilityOutwardsTests.cs	(.../MacroStabilityOutwardsTests.cs)	(revision 1140)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/MacroStabilityOutwardsTests.cs	(.../MacroStabilityOutwardsTests.cs)	(revision 1162)
@@ -37,6 +37,11 @@
         [Test]
         public void TestRunMacroStabilityTutorialDesignBishop()
         {
+            // Based on ".data\DamEngineTestProjects\DAM Tutorial Design\DAM Tutorial Design.damx"
+            // Set Analysis type to "No adaption"
+            // Select first location (DWP_1)
+            // Set Calculation Options: Stability Inside - Bishop
+            // DO NOT SET: Set Calculation Options: Stability Outside - Bishop, this is done in the test itself
             // Expected results are taken from test TestStabilityClassicOutsideWith2DstiFiles in FailureMechanismTests of DamUI.
             const string calcDir = "TestOutStabBishop";
             if (Directory.Exists(calcDir))
Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/MacroStabilityTests.cs
===================================================================
diff -u -r1136 -r1162
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/MacroStabilityTests.cs	(.../MacroStabilityTests.cs)	(revision 1136)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/MacroStabilityTests.cs	(.../MacroStabilityTests.cs)	(revision 1162)
@@ -37,6 +37,10 @@
         [Test]
         public void TestRunMacroStabilityTutorialDesignBishop()
         {
+            // Based on ".data\DamEngineTestProjects\DAM Tutorial Design\DAM Tutorial Design.damx"
+            // Set Analysis type to "No adaption"
+            // Select first location (DWP_1)
+            // Set Calculation Options: Stability Inside - Bishop
             // Expected results are determined by running dam\dam clients\DamUI\trunk\data\DamEngineTestProjects\DAM Tutorial Design
             // with Dam Classic rev.833
             const string calcDir = "TestOutStabBishop";
Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile13.xml
===================================================================
diff -u -r1034 -r1162
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile13.xml	(.../MacroStabilityTutorialDesignInputFile13.xml)	(revision 1034)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile13.xml	(.../MacroStabilityTutorialDesignInputFile13.xml)	(revision 1162)
@@ -1,7 +1,8 @@
 <?xml version="1.0" encoding="utf-8"?>
-<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\DamEngineTestProjects\DAM Tutorial Design" CalculationMap="DAM Tutorial Design.Calc">
+<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Design" FailureMechanismSystemType="0" StabilityModelType="BishopUpliftVan" 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_13" SegmentName="DWP_13" Name="DWP_13" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="7.58">
+    <Location SurfaceLineName="DWP_13" SegmentName="DWP_13" Name="DWP_13" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="7.58" 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" PolderLevel="-3" HeadPl2="0" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="0.5" Pl1BelowShoulderCrestPolderside="0.2" Pl1BelowToeDikePolderside="0.2" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile.xml
===================================================================
diff -u -r994 -r1162
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile.xml	(.../MacroStabilityTutorialDesignInputFile.xml)	(revision 994)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile.xml	(.../MacroStabilityTutorialDesignInputFile.xml)	(revision 1162)
@@ -1,7 +1,8 @@
 <?xml version="1.0" encoding="utf-8"?>
-<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\DamEngineTestProjects\DAM Tutorial Design" CalculationMap="DAM Tutorial Design.Calc">
+<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\DamEngineTestProjects\DAM Tutorial Design" CalculationMap="DAM Tutorial Design.Calc" MaxCalculationCores="1">
   <Locations>
-    <Location SurfaceLineName="DWP_1" SegmentName="DWP_1" Name="DWP_1" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-8.42">
+    <Location SurfaceLineName="DWP_1" SegmentName="DWP_1" Name="DWP_1" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-8.42" 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" PolderLevel="1.6" HeadPl2="0" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="0.5" Pl1BelowShoulderCrestPolderside="0.2" Pl1BelowToeDikePolderside="0.2" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>