Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile.xml
===================================================================
diff -u -r916 -r920
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile.xml	(.../MacroStabilityTutorialDesignInputFile.xml)	(revision 916)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile.xml	(.../MacroStabilityTutorialDesignInputFile.xml)	(revision 920)
@@ -1,35 +1,13 @@
 <?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="0" StabilityModelType="Bishop" AnalysisType="NoAdaption" WorkingDir="D:\TestDir">
+<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" WorkingDir="D:\src\dam\DamClients\DamUI\trunk\src\bin\Debug">
   <Locations>
     <Location SurfaceLineName="DWP_1" SegmentName="DWP_1" Name="DWP_1" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-8.42">
-      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333" NewDikeSlopeOutside="0.333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333" NewMaxHeightShoulderAsFraction="0.5" NewMinDistanceDikeToeStartDitch="3" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="1" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+      <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>
         <DesignScenario Id="1" RiverLevel="4.4" RiverLevelLow="0" DikeTableHeight="4.9" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" HeadPl3="4.4" HeadPl4="4.4" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="TestFolder\" SoilDatabase="Testdb.mbd" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabase="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\DAM Tutorial Design\DAM Tutorial Design0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
   </Locations>
   <SurfaceLines>