Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/IntegrationTests/StabilityInsideUpliftVanBeeSwarm/InputForDebuggingBeeSwarm.xml
===================================================================
diff -u -r4857 -r6209
--- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/IntegrationTests/StabilityInsideUpliftVanBeeSwarm/InputForDebuggingBeeSwarm.xml	(.../InputForDebuggingBeeSwarm.xml)	(revision 4857)
+++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/IntegrationTests/StabilityInsideUpliftVanBeeSwarm/InputForDebuggingBeeSwarm.xml	(.../InputForDebuggingBeeSwarm.xml)	(revision 6209)
@@ -1,133 +1,133 @@
 <?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="Operational" FailureMechanismSystemType="0" StabilityModelType="UpliftVan" ProjectPath="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10" CalculationMap="DAMLive.Calc" MaxCalculationCores="10">
+<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Operational" FailureMechanismSystemType="StabilityInside" StabilityModelType="UpliftVan" ProjectPath="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10" CalculationMap="DAMLive.Calc" MaxCalculationCores="10">
   <Locations>
     <Location SurfaceLineName="Purmer_PU0042+00" SegmentName="Purmer_PU0042+00K" Name="Purmer_PU0042+00_K" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.03" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3.3" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
+      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="NoZones" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
     </Location>
     <Location SurfaceLineName="Purmer_PU0042+00" SegmentName="Purmer_PU0042+00K" Name="Purmer_PU0042+00_K_V" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.03" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3.3" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="13" MinimumCircleDepth="0" />
+      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="NoZones" ForbiddenZoneFactor="0" TrafficLoad="13" MinimumCircleDepth="0" />
     </Location>
     <Location SurfaceLineName="Purmer_PU0042+00" SegmentName="Purmer_PU0042+00" Name="Purmer_PU0042+00_R" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.03" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3.3" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
+      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="NoZones" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
     </Location>
     <Location SurfaceLineName="Purmer_PU0042+00" SegmentName="Purmer_PU0042+00" Name="Purmer_PU0042+00_R_V" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.03" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3.3" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="13" MinimumCircleDepth="0" />
+      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="NoZones" ForbiddenZoneFactor="0" TrafficLoad="13" MinimumCircleDepth="0" />
     </Location>
     <Location SurfaceLineName="Purmer_PU0110+20" SegmentName="Purmer_PU0110+20K" Name="Purmer_PU0110+20_K" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.01" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3.6" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
+      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="NoZones" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
     </Location>
     <Location SurfaceLineName="Purmer_PU0110+20" SegmentName="Purmer_PU0110+20K" Name="Purmer_PU0110+20_K_V" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.01" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3.6" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="5" MinimumCircleDepth="0" />
+      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="NoZones" ForbiddenZoneFactor="0" TrafficLoad="5" MinimumCircleDepth="0" />
     </Location>
     <Location SurfaceLineName="Purmer_PU0110+20" SegmentName="Purmer_PU0110+20" Name="Purmer_PU0110+20_R" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.01" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3.6" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
+      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="NoZones" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
     </Location>
     <Location SurfaceLineName="Purmer_PU0110+20" SegmentName="Purmer_PU0110+20" Name="Purmer_PU0110+20_R_V" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.01" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3.6" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="5" MinimumCircleDepth="0" />
+      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="NoZones" ForbiddenZoneFactor="0" TrafficLoad="5" MinimumCircleDepth="0" />
     </Location>
     <Location SurfaceLineName="Purmer_PU0042+00" SegmentName="Purmer_PU0042+00K" Name="Purmer_PU0042+00_K" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.03" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3.3" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
+      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="NoZones" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
     </Location>
     <Location SurfaceLineName="Purmer_PU0042+00" SegmentName="Purmer_PU0042+00K" Name="Purmer_PU0042+00_K_V" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.03" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3.3" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="13" MinimumCircleDepth="0" />
+      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="NoZones" ForbiddenZoneFactor="0" TrafficLoad="13" MinimumCircleDepth="0" />
     </Location>
     <Location SurfaceLineName="Purmer_PU0042+00" SegmentName="Purmer_PU0042+00" Name="Purmer_PU0042+00_R" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.03" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3.3" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
+      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="NoZones" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
     </Location>
     <Location SurfaceLineName="Purmer_PU0042+00" SegmentName="Purmer_PU0042+00" Name="Purmer_PU0042+00_R_V" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.03" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3.3" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="13" MinimumCircleDepth="0" />
+      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="NoZones" ForbiddenZoneFactor="0" TrafficLoad="13" MinimumCircleDepth="0" />
     </Location>
     <Location SurfaceLineName="Purmer_PU0110+20" SegmentName="Purmer_PU0110+20K" Name="Purmer_PU0110+20_K" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.01" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3.6" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
+      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="NoZones" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
     </Location>
     <Location SurfaceLineName="Purmer_PU0110+20" SegmentName="Purmer_PU0110+20K" Name="Purmer_PU0110+20_K_V" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.01" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3.6" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="5" MinimumCircleDepth="0" />
+      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="NoZones" ForbiddenZoneFactor="0" TrafficLoad="5" MinimumCircleDepth="0" />
     </Location>
     <Location SurfaceLineName="Purmer_PU0110+20" SegmentName="Purmer_PU0110+20" Name="Purmer_PU0110+20_R" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.01" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3.6" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
+      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="NoZones" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
     </Location>
     <Location SurfaceLineName="Purmer_PU0110+20" SegmentName="Purmer_PU0110+20" Name="Purmer_PU0110+20_R_V" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.01" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3.6" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="5" MinimumCircleDepth="0" />
+      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="C:\Dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveUpliftVanBeeSwarmWork10\DAMLive0.soilmaterials.mdb" ZoneType="NoZones" ForbiddenZoneFactor="0" TrafficLoad="5" MinimumCircleDepth="0" />
     </Location>
   </Locations>
   <SurfaceLines>
@@ -351,16 +351,16 @@
   </Soils>
   <Segments>
     <Segment Name="Purmer_PU0110+20">
-      <SoilGeometryProbability SoilProfileName="Purmer_PU0110+20" SoilProfileType="0" SegmentFailureMechanismType="1" Probability="100" />
+      <SoilGeometryProbability SoilProfileName="Purmer_PU0110+20" SoilProfileType="ProfileType1D" SegmentFailureMechanismType="Stability" Probability="100" />
     </Segment>
     <Segment Name="Purmer_PU0042+00">
-      <SoilGeometryProbability SoilProfileName="Purmer_PU0042+00" SoilProfileType="0" SegmentFailureMechanismType="1" Probability="100" />
+      <SoilGeometryProbability SoilProfileName="Purmer_PU0042+00" SoilProfileType="ProfileType1D" SegmentFailureMechanismType="Stability" Probability="100" />
     </Segment>
     <Segment Name="Purmer_PU0110+20K">
-      <SoilGeometryProbability SoilProfileName="Purmer_PU0110+20K" SoilProfileType="0" SegmentFailureMechanismType="1" Probability="100" />
+      <SoilGeometryProbability SoilProfileName="Purmer_PU0110+20K" SoilProfileType="ProfileType1D" SegmentFailureMechanismType="Stability" Probability="100" />
     </Segment>
     <Segment Name="Purmer_PU0042+00K">
-      <SoilGeometryProbability SoilProfileName="Purmer_PU0042+00K" SoilProfileType="0" SegmentFailureMechanismType="1" Probability="100" />
+      <SoilGeometryProbability SoilProfileName="Purmer_PU0042+00K" SoilProfileType="ProfileType1D" SegmentFailureMechanismType="Stability" Probability="100" />
     </Segment>
   </Segments>
   <SoilProfiles1D>
@@ -402,7 +402,7 @@
     </SoilProfile1D>
   </SoilProfiles1D>
   <SoilProfiles2D />
-  <StabilityParameters SearchMethod="2" GridDetermination="1" BishopTangentLinesDefinition="0" BishopTangentLinesDistance="0.25" BishopGridVerticalPointsCount="10" BishopGridVerticalPointsDistance="2.5" BishopGridHorizontalPointsCount="10" BishopGridHorizontalPointsDistance="2.5" UpliftVanGridLeftVerticalPointsCount="10" UpliftVanGridLeftVerticalPointsDistance="2.5" UpliftVanGridLeftHorizontalPointsCount="10" UpliftVanGridLeftHorizontalPointsDistance="2.5" UpliftVanGridRightVerticalPointsCount="3" UpliftVanGridRightVerticalPointsDistance="2.5" UpliftVanGridRightHorizontalPointsCount="6" UpliftVanGridRightHorizontalPointsDistance="2.5" UpliftVanTangentLinesDefinition="0" UpliftVanTangentLinesDistance="0.25" />
+  <StabilityParameters SearchMethod="BeeSwarm" GridDetermination="1" BishopTangentLinesDefinition="0" BishopTangentLinesDistance="0.25" BishopGridVerticalPointsCount="10" BishopGridVerticalPointsDistance="2.5" BishopGridHorizontalPointsCount="10" BishopGridHorizontalPointsDistance="2.5" UpliftVanGridLeftVerticalPointsCount="10" UpliftVanGridLeftVerticalPointsDistance="2.5" UpliftVanGridLeftHorizontalPointsCount="10" UpliftVanGridLeftHorizontalPointsDistance="2.5" UpliftVanGridRightVerticalPointsCount="3" UpliftVanGridRightVerticalPointsDistance="2.5" UpliftVanGridRightHorizontalPointsCount="6" UpliftVanGridRightHorizontalPointsDistance="2.5" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" />
   <AquiferSoils>
     <AquiferSoil Soilname="Klei_dijkmateriaal z_s" IsAquifer="false" />
     <AquiferSoil Soilname="Hollandveen_o_dijk - DM" IsAquifer="false" />