Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/InputFile.xml
===================================================================
diff -u -r877 -r1167
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/InputFile.xml	(.../InputFile.xml)	(revision 877)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/InputFile.xml	(.../InputFile.xml)	(revision 1167)
@@ -1,57 +1,41 @@
 <?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="Bligh" AnalysisType="AdaptGeometry">
+<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="AdaptGeometry" ProjectPath="D:\TestDir" CalculationMap="Sub\Calc" MaxCalculationCores="3">
   <Locations>
-    <Location SurfaceLineName="SurfaceLine 0" SegmentName="Segment 0" Name="Location 1" DikeEmbankmentMaterial="DikeMat">
-      <DesignOptions RedesignDikeHeight="false" RedesignDikeShoulder="false" ShoulderEmbankmentMaterial="ShoulderMat1" StabilityShoulderGrowSlope="0.1" StabilityShoulderGrowDeltaX="0.11" StabilitySlopeAdaptionDeltaX="0.12" SlopeAdaptionStartCotangent="0.13" SlopeAdaptionEndCotangent="0.14" SlopeAdaptionStepCotangent="0.15" NewDikeTopWidth="0.16" NewDikeSlopeInside="0.17" NewDikeSlopeOutside="0.18" NewShoulderTopSlope="0.19" NewShoulderBaseSlope="0.2" NewMaxHeightShoulderAsFraction="0.21" NewMinDistanceDikeToeStartDitch="0.22" UseNewDitchDefinition="true" NewWidthDitchBottom="0.23" NewSlopeAngleDitch="0.24" NewDepthDitch="0.25" StabilityDesignMethod="SlopeAdaptionBeforeShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="0.11" HeadPl2="0.24" HeadPl3="0.25" HeadPl4="0.21" DampingFactorPL3="0.12" DampingFactorPL4="0.13" PenetrationLength="0.14" SlopeDampingFactor="0.19" Pl1BelowCrestRiverside="0.2" Pl1BelowCrestPolderside="0.21" Pl1BelowShoulderCrestPolderside="0.22" Pl1BelowToeDikePolderside="0.23" Pl1BelowCrestMiddle="0.15" Pl1FactorBelowShoulderCrest="0.16" DryPl1BelowCrestMiddle="0.17" DryPl1FactorBelowShoulderCrest="0.18" IntrusionVerticalWaterPressure="Standard" />
+    <Location SurfaceLineName="SurfaceLine 0" SegmentName="Segment 0" Name="Location 1" DikeEmbankmentMaterial="DikeMat" XSoilGeometry2DOrigin="1.23" DikeTableHeight="0.27">
+      <AssesmentRegionalOptions DikeMaterialType="Loam" BoezemLevelLbp="0.29" BoezemLevelTp="0.3" BoezemLevelHbp="0.28" DetrimentFactor="0.33" DredgingDepth="0.32" RegionalBankProtectionBottomLevel="0.31" />
+      <DesignOptions RedesignDikeHeight="false" RedesignDikeShoulder="false" ShoulderEmbankmentMaterial="ShoulderMat1" StabilityShoulderGrowSlope="0.5" StabilityShoulderGrowDeltaX="0.51" StabilitySlopeAdaptionDeltaX="0.52" SlopeAdaptionStartCotangent="0.53" SlopeAdaptionEndCotangent="0.54" SlopeAdaptionStepCotangent="0.55" NewDikeTopWidth="0.56" NewDikeSlopeInside="0.57" NewDikeSlopeOutside="0.58" NewShoulderTopSlope="0.59" NewShoulderBaseSlope="0.6" NewMaxHeightShoulderAsFraction="0.61" NewMinDistanceDikeToeStartDitch="0.62" UseNewDitchDefinition="true" NewWidthDitchBottom="0.63" NewSlopeAngleDitch="0.64" NewDepthDitch="0.65" StabilityDesignMethod="SlopeAdaptionBeforeShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="0.11" HeadPl2="0.24" HeadPl3="0.25" HeadPl4="0.26" DampingFactorPL3="0.12" DampingFactorPL4="0.13" PenetrationLength="0.14" SlopeDampingFactor="0.19" Pl1BelowCrestRiverside="0.2" Pl1BelowCrestPolderside="0.21" Pl1BelowShoulderCrestPolderside="0.22" Pl1BelowToeDikePolderside="0.23" Pl1BelowCrestMiddle="0.15" Pl1FactorBelowShoulderCrest="0.16" DryPl1BelowCrestMiddle="0.17" DryPl1FactorBelowShoulderCrest="0.18" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="0" RiverLevel="1.51" RiverLevelLow="1.52" DikeTableHeight="1.53" PlLineOffsetBelowDikeTopAtRiver="1.54" PlLineOffsetBelowDikeTopAtPolder="1.55" PlLineOffsetBelowShoulderBaseInside="1.56" PlLineOffsetBelowDikeToeAtPolder="1.5699999999999998" PlLineOffsetBelowDikeCrestMiddle="1.58" PlLineOffsetFactorBelowShoulderCrest="1.5899999999999999" HeadPl3="1.6" HeadPl4="1.6099999999999999" UpliftCriterionStability="1.62" UpliftCriterionPiping="1.63" RequiredSafetyFactorStabilityInnerSlope="1.6400000000000001" RequiredSafetyFactorStabilityOuterSlope="1.65" RequiredSafetyFactorPiping="1.6600000000000001" />
         <DesignScenario Id="1" RiverLevel="2.51" RiverLevelLow="2.52" DikeTableHeight="2.5300000000000002" PlLineOffsetBelowDikeTopAtRiver="2.54" PlLineOffsetBelowDikeTopAtPolder="2.55" PlLineOffsetBelowShoulderBaseInside="2.56" PlLineOffsetBelowDikeToeAtPolder="2.57" PlLineOffsetBelowDikeCrestMiddle="2.58" PlLineOffsetFactorBelowShoulderCrest="2.59" HeadPl3="2.6" HeadPl4="2.61" UpliftCriterionStability="2.62" UpliftCriterionPiping="2.63" RequiredSafetyFactorStabilityInnerSlope="2.64" RequiredSafetyFactorStabilityOuterSlope="2.65" RequiredSafetyFactorPiping="2.66" />
         <DesignScenario Id="2" RiverLevel="3.51" RiverLevelLow="3.52" DikeTableHeight="3.5300000000000002" PlLineOffsetBelowDikeTopAtRiver="3.54" PlLineOffsetBelowDikeTopAtPolder="3.55" PlLineOffsetBelowShoulderBaseInside="3.56" PlLineOffsetBelowDikeToeAtPolder="3.57" PlLineOffsetBelowDikeCrestMiddle="3.58" PlLineOffsetFactorBelowShoulderCrest="3.59" HeadPl3="3.6" HeadPl4="3.61" UpliftCriterionStability="3.62" UpliftCriterionPiping="3.63" RequiredSafetyFactorStabilityInnerSlope="3.64" RequiredSafetyFactorStabilityOuterSlope="3.65" RequiredSafetyFactorPiping="3.66" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="TestMap" ZoneType="0" ForbiddenZoneFactor="1.23" ZoneAreaRestSlopeCrestWidth="8.23" TrafficLoad="11.11" MinimumCircleDepth="1.21" />
+      <StabilityOptions MapForSoilgeometries2D="Sub\TestMap" SoilDatabaseName="test.mdb" ZoneType="1" ForbiddenZoneFactor="1.23" ZoneAreaRestSlopeCrestWidth="8.23" TrafficLoad="11.11" MinimumCircleDepth="1.21" />
+      <ModelFactors RequiredSafetyFactorStabilityInnerSlope="0.66" RequiredSafetyFactorStabilityOuterSlope="0.67" RequiredSafetyFactorPiping="0.65" UpliftCriterionPiping="0.69" UpliftCriterionStability="0.68" />
     </Location>
-    <Location SurfaceLineName="SurfaceLine 1" SegmentName="Segment 1" Name="Location 2" DikeEmbankmentMaterial="DikeMat">
-      <DesignOptions RedesignDikeHeight="false" RedesignDikeShoulder="false" ShoulderEmbankmentMaterial="ShoulderMat2" StabilityShoulderGrowSlope="10.1" StabilityShoulderGrowDeltaX="10.11" StabilitySlopeAdaptionDeltaX="10.12" SlopeAdaptionStartCotangent="10.13" SlopeAdaptionEndCotangent="10.14" SlopeAdaptionStepCotangent="10.15" NewDikeTopWidth="10.16" NewDikeSlopeInside="10.17" NewDikeSlopeOutside="10.18" NewShoulderTopSlope="10.19" NewShoulderBaseSlope="10.2" NewMaxHeightShoulderAsFraction="10.21" NewMinDistanceDikeToeStartDitch="10.22" UseNewDitchDefinition="true" NewWidthDitchBottom="10.23" NewSlopeAngleDitch="10.24" NewDepthDitch="10.25" StabilityDesignMethod="SlopeAdaptionBeforeShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeLinearInDike" PolderLevel="1.11" HeadPl2="1.24" HeadPl3="1.25" HeadPl4="1.21" DampingFactorPL3="1.12" DampingFactorPL4="1.13" PenetrationLength="1.1400000000000001" SlopeDampingFactor="1.19" Pl1BelowCrestRiverside="1.2" Pl1BelowCrestPolderside="1.21" Pl1BelowShoulderCrestPolderside="1.22" Pl1BelowToeDikePolderside="1.23" Pl1BelowCrestMiddle="1.15" Pl1FactorBelowShoulderCrest="1.16" DryPl1BelowCrestMiddle="1.17" DryPl1FactorBelowShoulderCrest="1.18" IntrusionVerticalWaterPressure="Linear" />
+    <Location SurfaceLineName="SurfaceLine 1" SegmentName="Segment 1" Name="Location 2" DikeEmbankmentMaterial="DikeMat" XSoilGeometry2DOrigin="1.23" DikeTableHeight="1.27">
+      <AssesmentRegionalOptions DikeMaterialType="Loam" BoezemLevelLbp="1.29" BoezemLevelTp="1.3" BoezemLevelHbp="1.28" DetrimentFactor="1.33" DredgingDepth="1.32" RegionalBankProtectionBottomLevel="1.31" />
+      <DesignOptions RedesignDikeHeight="false" RedesignDikeShoulder="false" ShoulderEmbankmentMaterial="ShoulderMat2" StabilityShoulderGrowSlope="10.5" StabilityShoulderGrowDeltaX="10.51" StabilitySlopeAdaptionDeltaX="10.52" SlopeAdaptionStartCotangent="10.53" SlopeAdaptionEndCotangent="10.54" SlopeAdaptionStepCotangent="10.55" NewDikeTopWidth="10.56" NewDikeSlopeInside="10.57" NewDikeSlopeOutside="10.58" NewShoulderTopSlope="10.59" NewShoulderBaseSlope="10.6" NewMaxHeightShoulderAsFraction="10.61" NewMinDistanceDikeToeStartDitch="10.62" UseNewDitchDefinition="true" NewWidthDitchBottom="10.63" NewSlopeAngleDitch="10.64" NewDepthDitch="10.65" StabilityDesignMethod="SlopeAdaptionBeforeShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeLinearInDike" PolderLevel="1.11" HeadPl2="1.24" HeadPl3="1.25" HeadPl4="1.26" DampingFactorPL3="1.12" DampingFactorPL4="1.13" PenetrationLength="1.1400000000000001" SlopeDampingFactor="1.19" Pl1BelowCrestRiverside="1.2" Pl1BelowCrestPolderside="1.21" Pl1BelowShoulderCrestPolderside="1.22" Pl1BelowToeDikePolderside="1.23" Pl1BelowCrestMiddle="1.15" Pl1FactorBelowShoulderCrest="1.16" DryPl1BelowCrestMiddle="1.17" DryPl1FactorBelowShoulderCrest="1.18" IntrusionVerticalWaterPressure="Linear" />
       <DesignScenarios>
         <DesignScenario Id="0" RiverLevel="2.51" RiverLevelLow="2.52" DikeTableHeight="2.5300000000000002" PlLineOffsetBelowDikeTopAtRiver="2.54" PlLineOffsetBelowDikeTopAtPolder="2.55" PlLineOffsetBelowShoulderBaseInside="2.56" PlLineOffsetBelowDikeToeAtPolder="2.57" PlLineOffsetBelowDikeCrestMiddle="2.58" PlLineOffsetFactorBelowShoulderCrest="2.59" HeadPl3="2.6" HeadPl4="2.61" UpliftCriterionStability="2.62" UpliftCriterionPiping="2.63" RequiredSafetyFactorStabilityInnerSlope="2.64" RequiredSafetyFactorStabilityOuterSlope="2.65" RequiredSafetyFactorPiping="2.66" />
         <DesignScenario Id="1" RiverLevel="4.51" RiverLevelLow="4.52" DikeTableHeight="4.53" PlLineOffsetBelowDikeTopAtRiver="4.54" PlLineOffsetBelowDikeTopAtPolder="4.55" PlLineOffsetBelowShoulderBaseInside="4.5600000000000005" PlLineOffsetBelowDikeToeAtPolder="4.57" PlLineOffsetBelowDikeCrestMiddle="4.58" PlLineOffsetFactorBelowShoulderCrest="4.59" HeadPl3="4.6" HeadPl4="4.61" UpliftCriterionStability="4.62" UpliftCriterionPiping="4.63" RequiredSafetyFactorStabilityInnerSlope="4.64" RequiredSafetyFactorStabilityOuterSlope="4.65" RequiredSafetyFactorPiping="4.66" />
         <DesignScenario Id="2" RiverLevel="6.51" RiverLevelLow="6.52" DikeTableHeight="6.53" PlLineOffsetBelowDikeTopAtRiver="6.54" PlLineOffsetBelowDikeTopAtPolder="6.55" PlLineOffsetBelowShoulderBaseInside="6.5600000000000005" PlLineOffsetBelowDikeToeAtPolder="6.57" PlLineOffsetBelowDikeCrestMiddle="6.58" PlLineOffsetFactorBelowShoulderCrest="6.59" HeadPl3="6.6" HeadPl4="6.61" UpliftCriterionStability="6.62" UpliftCriterionPiping="6.63" RequiredSafetyFactorStabilityInnerSlope="6.64" RequiredSafetyFactorStabilityOuterSlope="6.65" RequiredSafetyFactorPiping="6.66" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="TestMap" ZoneType="0" ForbiddenZoneFactor="1.23" ZoneAreaRestSlopeCrestWidth="8.23" TrafficLoad="11.11" MinimumCircleDepth="1.21" />
+      <StabilityOptions MapForSoilgeometries2D="Sub\TestMap" SoilDatabaseName="test.mdb" ZoneType="1" ForbiddenZoneFactor="1.23" ZoneAreaRestSlopeCrestWidth="8.23" TrafficLoad="11.11" MinimumCircleDepth="1.21" />
+      <ModelFactors RequiredSafetyFactorStabilityInnerSlope="10.66" RequiredSafetyFactorStabilityOuterSlope="10.67" RequiredSafetyFactorPiping="10.65" UpliftCriterionPiping="10.69" UpliftCriterionStability="10.68" />
     </Location>
-    <Location SurfaceLineName="SurfaceLine 2" SegmentName="Segment 0" Name="Location 3" DikeEmbankmentMaterial="DikeMat">
-      <DesignOptions RedesignDikeHeight="false" RedesignDikeShoulder="false" ShoulderEmbankmentMaterial="ShoulderMat3" StabilityShoulderGrowSlope="20.1" StabilityShoulderGrowDeltaX="20.11" StabilitySlopeAdaptionDeltaX="20.12" SlopeAdaptionStartCotangent="20.13" SlopeAdaptionEndCotangent="20.14" SlopeAdaptionStepCotangent="20.15" NewDikeTopWidth="20.16" NewDikeSlopeInside="20.17" NewDikeSlopeOutside="20.18" NewShoulderTopSlope="20.19" NewShoulderBaseSlope="20.2" NewMaxHeightShoulderAsFraction="20.21" NewMinDistanceDikeToeStartDitch="20.22" UseNewDitchDefinition="true" NewWidthDitchBottom="20.23" NewSlopeAngleDitch="20.24" NewDepthDitch="20.25" StabilityDesignMethod="SlopeAdaptionBeforeShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="GaugesWithFallbackToExpertKnowledgeRRD" PolderLevel="2.11" HeadPl2="2.24" HeadPl3="2.25" HeadPl4="2.21" DampingFactorPL3="2.12" DampingFactorPL4="2.13" PenetrationLength="2.14" SlopeDampingFactor="2.19" Pl1BelowCrestRiverside="2.2" Pl1BelowCrestPolderside="2.21" Pl1BelowShoulderCrestPolderside="2.22" Pl1BelowToeDikePolderside="2.23" Pl1BelowCrestMiddle="2.15" Pl1FactorBelowShoulderCrest="2.16" DryPl1BelowCrestMiddle="2.17" DryPl1FactorBelowShoulderCrest="2.18" IntrusionVerticalWaterPressure="FullHydroStatic" />
+    <Location SurfaceLineName="SurfaceLine 2" SegmentName="Segment 0" Name="Location 3" DikeEmbankmentMaterial="DikeMat" XSoilGeometry2DOrigin="1.23" DikeTableHeight="2.27">
+      <AssesmentRegionalOptions DikeMaterialType="Loam" BoezemLevelLbp="2.29" BoezemLevelTp="2.3" BoezemLevelHbp="2.2800000000000002" DetrimentFactor="2.33" DredgingDepth="2.32" RegionalBankProtectionBottomLevel="2.31" />
+      <DesignOptions RedesignDikeHeight="false" RedesignDikeShoulder="false" ShoulderEmbankmentMaterial="ShoulderMat3" StabilityShoulderGrowSlope="20.5" StabilityShoulderGrowDeltaX="20.51" StabilitySlopeAdaptionDeltaX="20.52" SlopeAdaptionStartCotangent="20.53" SlopeAdaptionEndCotangent="20.54" SlopeAdaptionStepCotangent="20.55" NewDikeTopWidth="20.56" NewDikeSlopeInside="20.57" NewDikeSlopeOutside="20.58" NewShoulderTopSlope="20.59" NewShoulderBaseSlope="20.6" NewMaxHeightShoulderAsFraction="20.61" NewMinDistanceDikeToeStartDitch="20.62" UseNewDitchDefinition="true" NewWidthDitchBottom="20.63" NewSlopeAngleDitch="20.64" NewDepthDitch="20.65" StabilityDesignMethod="SlopeAdaptionBeforeShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="GaugesWithFallbackToExpertKnowledgeRRD" PolderLevel="2.11" HeadPl2="2.24" HeadPl3="2.25" HeadPl4="2.26" DampingFactorPL3="2.12" DampingFactorPL4="2.13" PenetrationLength="2.14" SlopeDampingFactor="2.19" Pl1BelowCrestRiverside="2.2" Pl1BelowCrestPolderside="2.21" Pl1BelowShoulderCrestPolderside="2.22" Pl1BelowToeDikePolderside="2.23" Pl1BelowCrestMiddle="2.15" Pl1FactorBelowShoulderCrest="2.16" DryPl1BelowCrestMiddle="2.17" DryPl1FactorBelowShoulderCrest="2.18" IntrusionVerticalWaterPressure="FullHydroStatic" />
       <DesignScenarios>
         <DesignScenario Id="0" RiverLevel="3.51" RiverLevelLow="3.52" DikeTableHeight="3.5300000000000002" PlLineOffsetBelowDikeTopAtRiver="3.54" PlLineOffsetBelowDikeTopAtPolder="3.55" PlLineOffsetBelowShoulderBaseInside="3.56" PlLineOffsetBelowDikeToeAtPolder="3.57" PlLineOffsetBelowDikeCrestMiddle="3.58" PlLineOffsetFactorBelowShoulderCrest="3.59" HeadPl3="3.6" HeadPl4="3.61" UpliftCriterionStability="3.62" UpliftCriterionPiping="3.63" RequiredSafetyFactorStabilityInnerSlope="3.64" RequiredSafetyFactorStabilityOuterSlope="3.65" RequiredSafetyFactorPiping="3.66" />
         <DesignScenario Id="1" RiverLevel="6.51" RiverLevelLow="6.52" DikeTableHeight="6.53" PlLineOffsetBelowDikeTopAtRiver="6.54" PlLineOffsetBelowDikeTopAtPolder="6.55" PlLineOffsetBelowShoulderBaseInside="6.5600000000000005" PlLineOffsetBelowDikeToeAtPolder="6.57" PlLineOffsetBelowDikeCrestMiddle="6.58" PlLineOffsetFactorBelowShoulderCrest="6.59" HeadPl3="6.6" HeadPl4="6.61" UpliftCriterionStability="6.62" UpliftCriterionPiping="6.63" RequiredSafetyFactorStabilityInnerSlope="6.64" RequiredSafetyFactorStabilityOuterSlope="6.65" RequiredSafetyFactorPiping="6.66" />
         <DesignScenario Id="2" RiverLevel="9.51" RiverLevelLow="9.52" DikeTableHeight="9.53" PlLineOffsetBelowDikeTopAtRiver="9.54" PlLineOffsetBelowDikeTopAtPolder="9.55" PlLineOffsetBelowShoulderBaseInside="9.56" PlLineOffsetBelowDikeToeAtPolder="9.57" PlLineOffsetBelowDikeCrestMiddle="9.58" PlLineOffsetFactorBelowShoulderCrest="9.59" HeadPl3="9.6" HeadPl4="9.61" UpliftCriterionStability="9.62" UpliftCriterionPiping="9.63" RequiredSafetyFactorStabilityInnerSlope="9.64" RequiredSafetyFactorStabilityOuterSlope="9.65" RequiredSafetyFactorPiping="9.66" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="TestMap" ZoneType="0" ForbiddenZoneFactor="1.23" ZoneAreaRestSlopeCrestWidth="8.23" TrafficLoad="11.11" MinimumCircleDepth="1.21" />
+      <StabilityOptions MapForSoilgeometries2D="Sub\TestMap" SoilDatabaseName="test.mdb" ZoneType="1" ForbiddenZoneFactor="1.23" ZoneAreaRestSlopeCrestWidth="8.23" TrafficLoad="11.11" MinimumCircleDepth="1.21" />
+      <ModelFactors RequiredSafetyFactorStabilityInnerSlope="20.66" RequiredSafetyFactorStabilityOuterSlope="20.67" RequiredSafetyFactorPiping="20.65" UpliftCriterionPiping="20.69" UpliftCriterionStability="20.68" />
     </Location>
   </Locations>
   <SurfaceLines>
Index: DamEngine/trunk/src/Deltares.DamEngine.Interface/FillDamFromXmlInput.cs
===================================================================
diff -u -r1165 -r1167
--- DamEngine/trunk/src/Deltares.DamEngine.Interface/FillDamFromXmlInput.cs	(.../FillDamFromXmlInput.cs)	(revision 1165)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface/FillDamFromXmlInput.cs	(.../FillDamFromXmlInput.cs)	(revision 1167)
@@ -481,17 +481,6 @@
                     location.ModelFactors.RequiredSafetyFactorStabilityOuterSlope = (modelFactors.RequiredSafetyFactorStabilityOuterSlopeSpecified ? (double?)modelFactors.RequiredSafetyFactorStabilityOuterSlope : null);
                     location.ModelFactors.UpliftCriterionPiping = (modelFactors.UpliftCriterionPipingSpecified ? (double?)modelFactors.UpliftCriterionPiping : null);
                     location.ModelFactors.UpliftCriterionStability = (modelFactors.UpliftCriterionStabilitySpecified ? (double?)modelFactors.UpliftCriterionStability : null);
-
-                    inputLocation.ModelFactors.RequiredSafetyFactorStabilityInnerSlopeSpecified = location.ModelFactors.RequiredSafetyFactorStabilityInnerSlope.HasValue;
-                    inputLocation.ModelFactors.RequiredSafetyFactorStabilityInnerSlope = location.ModelFactors.RequiredSafetyFactorStabilityInnerSlope ?? 0.0;
-                    inputLocation.ModelFactors.RequiredSafetyFactorStabilityOuterSlopeSpecified = location.ModelFactors.RequiredSafetyFactorStabilityOuterSlope.HasValue;
-                    inputLocation.ModelFactors.RequiredSafetyFactorStabilityOuterSlope = location.ModelFactors.RequiredSafetyFactorStabilityOuterSlope ?? 0.0;
-                    inputLocation.ModelFactors.RequiredSafetyFactorStabilityInnerSlopeSpecified = location.ModelFactors.RequiredSafetyFactorStabilityInnerSlope.HasValue;
-                    inputLocation.ModelFactors.RequiredSafetyFactorStabilityInnerSlope = location.ModelFactors.RequiredSafetyFactorStabilityInnerSlope ?? 0.0;
-                    inputLocation.ModelFactors.UpliftCriterionPipingSpecified = location.ModelFactors.UpliftCriterionPiping.HasValue;
-                    inputLocation.ModelFactors.UpliftCriterionPiping = location.ModelFactors.UpliftCriterionPiping ?? 0.0;
-                    inputLocation.ModelFactors.UpliftCriterionStabilitySpecified = location.ModelFactors.UpliftCriterionStability.HasValue;
-                    inputLocation.ModelFactors.UpliftCriterionStability = location.ModelFactors.UpliftCriterionStability ?? 0.0;
                 }
 
                 dikeLocations.Add(location);