Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/PipingSellmeijerVnkTests.cs
===================================================================
diff -u -r913 -r1161
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/PipingSellmeijerVnkTests.cs	(.../PipingSellmeijerVnkTests.cs)	(revision 913)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/PipingSellmeijerVnkTests.cs	(.../PipingSellmeijerVnkTests.cs)	(revision 1161)
@@ -33,6 +33,8 @@
         [Test]
         public void CanPerformSellmeijerVnkDesignPipingVoorbeeld1()
         {
+            // Based on ".\data\DamEngineTestProjects\PipingVoorbeeld1\PipingSellmeijerVNK.damx"
+            // Set Analysis type to "No Adaption"
             const string fileName = @"TestFiles\PipingVoorbeeld1_SellmeijerVNKInputFile.xml";
             string inputString = File.ReadAllText(fileName);
             EngineInterface engineInterface = new EngineInterface(inputString);
Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_SellmeijerVNKInputFile.xml
===================================================================
diff -u -r877 -r1161
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_SellmeijerVNKInputFile.xml	(.../PipingVoorbeeld1_SellmeijerVNKInputFile.xml)	(revision 877)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_SellmeijerVNKInputFile.xml	(.../PipingVoorbeeld1_SellmeijerVNKInputFile.xml)	(revision 1161)
@@ -1,35 +1,14 @@
 <?xml version="1.0" encoding="utf-8"?>
-<!--
-Copyright (C) Stichting Deltares 2018. All rights reserved.
-
-This file is part of the Dam Engine.
-
-The Dam Engine is free software: you can redistribute it and/or modify
-it under the terms of the GNU Affero General Public License as published by
-the Free Software Foundation, either version 3 of the License, or
-(at your option) any later version.
-
-This program is distributed in the hope that it will be useful,
-but WITHOUT ANY WARRANTY; without even the implied warranty of
-MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
-GNU Affero General Public License for more details.
-
-You should have received a copy of the GNU Affero General Public License
-along with this program. If not, see <http://www.gnu.org/licenses/>.
-
-All names, logos, and references to "Deltares" are registered trademarks of
-Stichting Deltares and remain full property of Stichting Deltares at all times.
-All rights reserved.
--->
-<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Design" FailureMechanismSystemType="2" PipingModelType="SellmeijerVnk" AnalysisType="NoAdaption">
+<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Design" FailureMechanismSystemType="2" PipingModelType="SellmeijerVnk" AnalysisType="NoAdaption" ProjectPath="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\PipingVoorbeeld1" CalculationMap="PipingSellmeijerVNK.Calc" MaxCalculationCores="1">
   <Locations>
-    <Location SurfaceLineName="Profiel 1" SegmentName="1" Name="Profiel 1" DikeEmbankmentMaterial="Ophoogmateriaal_dijk">
-      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Ophoogmateriaal_berm" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="3" NewDikeSlopeInside="0.33" NewDikeSlopeOutside="0.33" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333" NewMaxHeightShoulderAsFraction="0.5" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="1" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+    <Location SurfaceLineName="Profiel 1" SegmentName="1" Name="Profiel 1" DikeEmbankmentMaterial="Ophoogmateriaal_dijk" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
+      <AssesmentRegionalOptions BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Ophoogmateriaal_berm" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="0" HeadPl2="0" HeadPl3="3.6" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="3.8" RiverLevelLow="2.5" DikeTableHeight="4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="3.6" HeadPl4="3.8" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.22" RequiredSafetyFactorStabilityOuterSlope="1.16" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="PipingVoorbeeld1.geometries2D.0\" ZoneType="1" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13.3" MinimumCircleDepth="1.5" />
+      <StabilityOptions MapForSoilgeometries2D="PipingVoorbeeld1.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\PipingVoorbeeld1\PipingSellmeijerVNK0.soilmaterials.mdb" ZoneType="1" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13.3" MinimumCircleDepth="1.5" />
     </Location>
   </Locations>
   <SurfaceLines>
Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/PipingSellmeijer4ForcesTests.cs
===================================================================
diff -u -r877 -r1161
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/PipingSellmeijer4ForcesTests.cs	(.../PipingSellmeijer4ForcesTests.cs)	(revision 877)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/PipingSellmeijer4ForcesTests.cs	(.../PipingSellmeijer4ForcesTests.cs)	(revision 1161)
@@ -33,6 +33,8 @@
         [Test]
         public void CanPerformSellmeijer4ForcesDesignPipingVoorbeeld1()
         {
+            // Based on ".\data\DamEngineTestProjects\PipingVoorbeeld1\PipingSellmeijer4Forces.damx"
+            // Set Analysis type to "No Adaption"
             const string fileName = @"TestFiles\PipingVoorbeeld1_Sellmeijer4ForcesInputFile.xml";
             string inputString = File.ReadAllText(fileName);
             EngineInterface engineInterface = new EngineInterface(inputString);
Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_Sellmeijer4ForcesInputFile.xml
===================================================================
diff -u -r877 -r1161
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_Sellmeijer4ForcesInputFile.xml	(.../PipingVoorbeeld1_Sellmeijer4ForcesInputFile.xml)	(revision 877)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_Sellmeijer4ForcesInputFile.xml	(.../PipingVoorbeeld1_Sellmeijer4ForcesInputFile.xml)	(revision 1161)
@@ -1,35 +1,14 @@
 <?xml version="1.0" encoding="utf-8"?>
-<!--
-Copyright (C) Stichting Deltares 2018. All rights reserved.
-
-This file is part of the Dam Engine.
-
-The Dam Engine is free software: you can redistribute it and/or modify
-it under the terms of the GNU Affero General Public License as published by
-the Free Software Foundation, either version 3 of the License, or
-(at your option) any later version.
-
-This program is distributed in the hope that it will be useful,
-but WITHOUT ANY WARRANTY; without even the implied warranty of
-MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
-GNU Affero General Public License for more details.
-
-You should have received a copy of the GNU Affero General Public License
-along with this program. If not, see <http://www.gnu.org/licenses/>.
-
-All names, logos, and references to "Deltares" are registered trademarks of
-Stichting Deltares and remain full property of Stichting Deltares at all times.
-All rights reserved.
--->
-<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Design" FailureMechanismSystemType="2" PipingModelType="Sellmeijer4Forces" AnalysisType="NoAdaption">
+<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Design" FailureMechanismSystemType="2" PipingModelType="Sellmeijer4Forces" AnalysisType="NoAdaption" ProjectPath="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\PipingVoorbeeld1" CalculationMap="PipingSellmeijer4Forces.Calc" MaxCalculationCores="1">
   <Locations>
-    <Location SurfaceLineName="Profiel 1" SegmentName="1" Name="Profiel 1" DikeEmbankmentMaterial="Ophoogmateriaal_dijk">
-      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Ophoogmateriaal_berm" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="3" NewDikeSlopeInside="0.33" NewDikeSlopeOutside="0.33" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333" NewMaxHeightShoulderAsFraction="0.5" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="1" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+    <Location SurfaceLineName="Profiel 1" SegmentName="1" Name="Profiel 1" DikeEmbankmentMaterial="Ophoogmateriaal_dijk" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
+      <AssesmentRegionalOptions BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Ophoogmateriaal_berm" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="0" HeadPl2="0" HeadPl3="3.6" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="3.8" RiverLevelLow="2.5" DikeTableHeight="4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="3.6" HeadPl4="3.8" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.22" RequiredSafetyFactorStabilityOuterSlope="1.16" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="PipingVoorbeeld1.geometries2D.0\" ZoneType="1" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13.3" MinimumCircleDepth="1.5" />
+      <StabilityOptions MapForSoilgeometries2D="PipingVoorbeeld1.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\PipingVoorbeeld1\PipingSellmeijer4Forces0.soilmaterials.mdb" ZoneType="1" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13.3" MinimumCircleDepth="1.5" />
     </Location>
   </Locations>
   <SurfaceLines>