Index: dam engine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_BlighInputFile.xml
===================================================================
diff -u -r637 -r807
--- dam engine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_BlighInputFile.xml	(.../PipingVoorbeeld1_BlighInputFile.xml)	(revision 637)
+++ dam engine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_BlighInputFile.xml	(.../PipingVoorbeeld1_BlighInputFile.xml)	(revision 807)
@@ -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="Design" FailureMechanismSystemType="2" PipingModelType="Bligh" AnalysisType="NoAdaption">
   <Locations>
-    <Location SurfaceLineName="Profiel 1" SegmentName="1" Name="Profiel 1">
+    <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" />
       <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" />
     </Location>
   </Locations>
   <SurfaceLines>
@@ -23,15 +25,15 @@
     </SurfaceLine>
   </SurfaceLines>
   <Soils>
-    <Soil Name="Dijkmateriaal" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17" DryUnitWeight="0.01" />
-    <Soil Name="Deklaag_klei" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="16" BelowPhreaticLevel="16" DryUnitWeight="0.01" />
-    <Soil Name="wl_zand1" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.0009" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" />
-    <Soil Name="Ophoogmateriaal_dijk" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17" DryUnitWeight="0.01" />
-    <Soil Name="Ophoogmateriaal_berm" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" />
-    <Soil Name="wl_zand2" BeddingAngle="37" DiameterD70="0.000215" PermeabKx="0.0008" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" />
-    <Soil Name="wl_zand3" BeddingAngle="37" DiameterD70="0.00021999999999999998" PermeabKx="0.0007" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" />
-    <Soil Name="wl_zand4" BeddingAngle="37" DiameterD70="0.000225" PermeabKx="0.0006" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" />
-    <Soil Name="wl_zand5" BeddingAngle="37" DiameterD70="0.00022999999999999998" PermeabKx="0.0005" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" />
+    <Soil Name="Dijkmateriaal" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="Deklaag_klei" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="16" BelowPhreaticLevel="16" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="wl_zand1" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.0009" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="Ophoogmateriaal_dijk" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="Ophoogmateriaal_berm" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="wl_zand2" BeddingAngle="37" DiameterD70="0.000215" PermeabKx="0.0008" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="wl_zand3" BeddingAngle="37" DiameterD70="0.00021999999999999998" PermeabKx="0.0007" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="wl_zand4" BeddingAngle="37" DiameterD70="0.000225" PermeabKx="0.0006" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="wl_zand5" BeddingAngle="37" DiameterD70="0.00022999999999999998" PermeabKx="0.0005" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" />
   </Soils>
   <Segments>
     <Segment Name="1">
@@ -48,4 +50,5 @@
       </Layers1D>
     </SoilProfile1D>
   </SoilProfiles1D>
+  <StabilityParameters SearchMethod="0" GridDetermination="0" BishopTangentLinesDefinition="0" BishopTangentLinesDistance="0.25" BishopGridVerticalPointsCount="36" BishopGridVerticalPointsDistance="2" BishopGridHorizontalPointsCount="14" BishopGridHorizontalPointsDistance="2" UpliftVanGridLeftVerticalPointsCount="36" UpliftVanGridLeftVerticalPointsDistance="2" UpliftVanGridLeftHorizontalPointsCount="14" UpliftVanGridLeftHorizontalPointsDistance="2" UpliftVanGridRightVerticalPointsCount="3" UpliftVanGridRightVerticalPointsDistance="2" UpliftVanGridRightHorizontalPointsCount="6" UpliftVanGridRightHorizontalPointsDistance="2" UpliftVanTangentLinesDefinition="0" UpliftVanTangentLinesDistance="0.25" />
 </Input>
\ No newline at end of file
Index: dam engine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_Sellmeijer4ForcesInputFile.xml
===================================================================
diff -u -r678 -r807
--- dam engine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_Sellmeijer4ForcesInputFile.xml	(.../PipingVoorbeeld1_Sellmeijer4ForcesInputFile.xml)	(revision 678)
+++ dam engine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_Sellmeijer4ForcesInputFile.xml	(.../PipingVoorbeeld1_Sellmeijer4ForcesInputFile.xml)	(revision 807)
@@ -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="Design" FailureMechanismSystemType="2" PipingModelType="Sellmeijer4Forces" AnalysisType="NoAdaption">
   <Locations>
-    <Location SurfaceLineName="Profiel 1" SegmentName="1" Name="Profiel 1">
+    <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" />
       <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" />
     </Location>
   </Locations>
   <SurfaceLines>
@@ -23,15 +25,15 @@
     </SurfaceLine>
   </SurfaceLines>
   <Soils>
-    <Soil Name="Dijkmateriaal" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17" DryUnitWeight="0.01" />
-    <Soil Name="Deklaag_klei" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="16" BelowPhreaticLevel="16" DryUnitWeight="0.01" />
-    <Soil Name="wl_zand1" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.0009" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" />
-    <Soil Name="Ophoogmateriaal_dijk" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17" DryUnitWeight="0.01" />
-    <Soil Name="Ophoogmateriaal_berm" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" />
-    <Soil Name="wl_zand2" BeddingAngle="37" DiameterD70="0.000215" PermeabKx="0.0008" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" />
-    <Soil Name="wl_zand3" BeddingAngle="37" DiameterD70="0.00021999999999999998" PermeabKx="0.0007" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" />
-    <Soil Name="wl_zand4" BeddingAngle="37" DiameterD70="0.000225" PermeabKx="0.0006" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" />
-    <Soil Name="wl_zand5" BeddingAngle="37" DiameterD70="0.00022999999999999998" PermeabKx="0.0005" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" />
+    <Soil Name="Dijkmateriaal" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="Deklaag_klei" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="16" BelowPhreaticLevel="16" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="wl_zand1" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.0009" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="Ophoogmateriaal_dijk" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="Ophoogmateriaal_berm" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="wl_zand2" BeddingAngle="37" DiameterD70="0.000215" PermeabKx="0.0008" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="wl_zand3" BeddingAngle="37" DiameterD70="0.00021999999999999998" PermeabKx="0.0007" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="wl_zand4" BeddingAngle="37" DiameterD70="0.000225" PermeabKx="0.0006" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="wl_zand5" BeddingAngle="37" DiameterD70="0.00022999999999999998" PermeabKx="0.0005" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" />
   </Soils>
   <Segments>
     <Segment Name="1">
@@ -48,4 +50,5 @@
       </Layers1D>
     </SoilProfile1D>
   </SoilProfiles1D>
+  <StabilityParameters SearchMethod="0" GridDetermination="0" BishopTangentLinesDefinition="0" BishopTangentLinesDistance="0.25" BishopGridVerticalPointsCount="36" BishopGridVerticalPointsDistance="2" BishopGridHorizontalPointsCount="14" BishopGridHorizontalPointsDistance="2" UpliftVanGridLeftVerticalPointsCount="36" UpliftVanGridLeftVerticalPointsDistance="2" UpliftVanGridLeftHorizontalPointsCount="14" UpliftVanGridLeftHorizontalPointsDistance="2" UpliftVanGridRightVerticalPointsCount="3" UpliftVanGridRightVerticalPointsDistance="2" UpliftVanGridRightHorizontalPointsCount="6" UpliftVanGridRightHorizontalPointsDistance="2" UpliftVanTangentLinesDefinition="0" UpliftVanTangentLinesDistance="0.25" />
 </Input>
\ No newline at end of file
Index: dam engine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_SellmeijerVNKInputFile.xml
===================================================================
diff -u -r679 -r807
--- dam engine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_SellmeijerVNKInputFile.xml	(.../PipingVoorbeeld1_SellmeijerVNKInputFile.xml)	(revision 679)
+++ dam engine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_SellmeijerVNKInputFile.xml	(.../PipingVoorbeeld1_SellmeijerVNKInputFile.xml)	(revision 807)
@@ -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="Design" FailureMechanismSystemType="2" PipingModelType="SellmeijerVnk" AnalysisType="NoAdaption">
   <Locations>
-    <Location SurfaceLineName="Profiel 1" SegmentName="1" Name="Profiel 1">
+    <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" />
       <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" />
     </Location>
   </Locations>
   <SurfaceLines>
@@ -23,15 +25,15 @@
     </SurfaceLine>
   </SurfaceLines>
   <Soils>
-    <Soil Name="Dijkmateriaal" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17" DryUnitWeight="0.01" />
-    <Soil Name="Deklaag_klei" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="16" BelowPhreaticLevel="16" DryUnitWeight="0.01" />
-    <Soil Name="wl_zand1" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.0009" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" />
-    <Soil Name="Ophoogmateriaal_dijk" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17" DryUnitWeight="0.01" />
-    <Soil Name="Ophoogmateriaal_berm" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" />
-    <Soil Name="wl_zand2" BeddingAngle="37" DiameterD70="0.000215" PermeabKx="0.0008" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" />
-    <Soil Name="wl_zand3" BeddingAngle="37" DiameterD70="0.00021999999999999998" PermeabKx="0.0007" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" />
-    <Soil Name="wl_zand4" BeddingAngle="37" DiameterD70="0.000225" PermeabKx="0.0006" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" />
-    <Soil Name="wl_zand5" BeddingAngle="37" DiameterD70="0.00022999999999999998" PermeabKx="0.0005" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" />
+    <Soil Name="Dijkmateriaal" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="Deklaag_klei" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="16" BelowPhreaticLevel="16" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="wl_zand1" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.0009" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="Ophoogmateriaal_dijk" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="Ophoogmateriaal_berm" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="wl_zand2" BeddingAngle="37" DiameterD70="0.000215" PermeabKx="0.0008" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="wl_zand3" BeddingAngle="37" DiameterD70="0.00021999999999999998" PermeabKx="0.0007" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="wl_zand4" BeddingAngle="37" DiameterD70="0.000225" PermeabKx="0.0006" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" />
+    <Soil Name="wl_zand5" BeddingAngle="37" DiameterD70="0.00022999999999999998" PermeabKx="0.0005" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" DefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" />
   </Soils>
   <Segments>
     <Segment Name="1">
@@ -48,4 +50,5 @@
       </Layers1D>
     </SoilProfile1D>
   </SoilProfiles1D>
+  <StabilityParameters SearchMethod="0" GridDetermination="0" BishopTangentLinesDefinition="0" BishopTangentLinesDistance="0.25" BishopGridVerticalPointsCount="36" BishopGridVerticalPointsDistance="2" BishopGridHorizontalPointsCount="14" BishopGridHorizontalPointsDistance="2" UpliftVanGridLeftVerticalPointsCount="36" UpliftVanGridLeftVerticalPointsDistance="2" UpliftVanGridLeftHorizontalPointsCount="14" UpliftVanGridLeftHorizontalPointsDistance="2" UpliftVanGridRightVerticalPointsCount="3" UpliftVanGridRightVerticalPointsDistance="2" UpliftVanGridRightHorizontalPointsCount="6" UpliftVanGridRightHorizontalPointsDistance="2" UpliftVanTangentLinesDefinition="0" UpliftVanTangentLinesDistance="0.25" />
 </Input>
\ No newline at end of file