Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/TestFiles/RegionalAssessment.xml
===================================================================
diff -u -r1119 -r1176
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/TestFiles/RegionalAssessment.xml	(.../RegionalAssessment.xml)	(revision 1119)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/TestFiles/RegionalAssessment.xml	(.../RegionalAssessment.xml)	(revision 1176)
@@ -1,11 +1,13 @@
 <?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="Assessment" FailureMechanismSystemType="0" StabilityModelType="BishopUpliftVan" ProjectPath="D:\DamClassic\data\Dam\Versions\V 1.5.2.1\HHNK" CalculationMap="TPL_Hempolder.Calc">
+<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Assessment" FailureMechanismSystemType="0" PipingModelType="Bligh" StabilityModelType="BishopUpliftVan" ProjectPath="D:\DamClassic\data\Dam\Versions\V 1.5.2.1\HHNK" CalculationMap="TPL_Hempolder.Calc" MaxCalculationCores="1">
   <Locations>
-    <Location SurfaceLineName="TPL_Hempolder_0010" SegmentName="235" Name="TPL_Hempolder_0010" DikeEmbankmentMaterial="HHNK1_Bfg" XSoilGeometry2DOrigin="0">
+    <Location SurfaceLineName="TPL_Hempolder_0010" SegmentName="235" Name="TPL_Hempolder_0010" DikeEmbankmentMaterial="HHNK1_Bfg" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
+      <AssesmentRegionalOptions BoezemLevelLbp="-0.3" BoezemLevelTp="-0.15" BoezemLevelHbp="-0.5" DetrimentFactor="1" DredgingDepth="-4.8" RegionalBankProtectionBottomLevel="0" />
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="HHNK1_Bfl" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="-1.39999997616" HeadPl2="-1.3" HeadPl3="-1.3" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0" Pl1BelowCrestPolderside="0" Pl1BelowShoulderCrestPolderside="0.25" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios />
-      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="D:\DamClassic\data\Dam\Versions\V 1.5.2.1\HHNK\TPL_Hempolder0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="5" MinimumCircleDepth="1.5" />
+      <StabilityOptions MapForSoilgeometries2D="TPL_Hempolder.geometries2D.0\" SoilDatabaseName="D:\DamClassic\data\Dam\Versions\V 1.5.2.1\HHNK\TPL_Hempolder0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="5" MinimumCircleDepth="1.5" />
+      <ModelFactors xsi:nil="true" />
     </Location>
   </Locations>
   <SurfaceLines>
@@ -176,7 +178,22 @@
     <Soil Name="HHNK1_Tfg" BeddingAngle="37" DiameterD70="1E-08" PermeabKx="1E-12" WhitesConstant="0.25" DiameterD90="0" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" DryUnitWeight="9" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0.8" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" />
     <Soil Name="HHNK1_Plc" BeddingAngle="37" DiameterD70="1E-08" PermeabKx="1E-12" WhitesConstant="0.25" DiameterD90="0" AbovePhreaticLevel="13" BelowPhreaticLevel="13" DryUnitWeight="5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0.45" FrictionAngle="21" SlopeRestProfile="0" DilatancyType="Phi" />
   </Soils>
-  <Segments />
+  <Segments>
+    <Segment Name="235">
+      <SoilGeometryProbability SoilProfileName="Segment_235_1D1" SoilProfileType="0" FailureMechanismSystemType="0" Probability="5.985" />
+      <SoilGeometryProbability SoilProfileName="Segment_235_1D2" SoilProfileType="0" FailureMechanismSystemType="0" Probability="0.315" />
+      <SoilGeometryProbability SoilProfileName="Segment_235_1D3" SoilProfileType="0" FailureMechanismSystemType="0" Probability="53.865" />
+      <SoilGeometryProbability SoilProfileName="Segment_235_1D4" SoilProfileType="0" FailureMechanismSystemType="0" Probability="2.835" />
+      <SoilGeometryProbability SoilProfileName="Segment_235_1D5" SoilProfileType="0" FailureMechanismSystemType="0" Probability="6.65" />
+      <SoilGeometryProbability SoilProfileName="Segment_235_1D6" SoilProfileType="0" FailureMechanismSystemType="0" Probability="0.35" />
+      <SoilGeometryProbability SoilProfileName="Segment_235_1D7" SoilProfileType="0" FailureMechanismSystemType="0" Probability="2.565" />
+      <SoilGeometryProbability SoilProfileName="Segment_235_1D8" SoilProfileType="0" FailureMechanismSystemType="0" Probability="0.135" />
+      <SoilGeometryProbability SoilProfileName="Segment_235_1D9" SoilProfileType="0" FailureMechanismSystemType="0" Probability="23.085" />
+      <SoilGeometryProbability SoilProfileName="Segment_235_1D10" SoilProfileType="0" FailureMechanismSystemType="0" Probability="1.215" />
+      <SoilGeometryProbability SoilProfileName="Segment_235_1D11" SoilProfileType="0" FailureMechanismSystemType="0" Probability="2.85" />
+      <SoilGeometryProbability SoilProfileName="Segment_235_1D12" SoilProfileType="0" FailureMechanismSystemType="0" Probability="0.15" />
+    </Segment>
+  </Segments>
   <SoilProfiles1D>
     <SoilProfile1D Name="Segment_234_1D1" BottomLevel="-29">
       <Layers1D>
Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/TestFiles/RegionalAssessment.soilmaterials.mdb
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