Index: IssueRelatedData/MWDAM-1200/InputFile.xml
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1200/InputFile.xml	(revision 0)
+++ IssueRelatedData/MWDAM-1200/InputFile.xml	(revision 1334)
@@ -0,0 +1,352 @@
+<?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="0" StabilityModelType="Bishop" AnalysisType="AdaptGeometry" ProjectPath="D:\Issue related data DAM\MWDAM-1200" CalculationMap="Rechter Diezedijk1818.Calc" MaxCalculationCores="1">
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+    <Location SurfaceLineName="100" SegmentName="1" Name="100" DikeEmbankmentMaterial="Dijksmateriaal_zand" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
+      <AssesmentRegionalOptions DikeSoilType="0" BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" PolderLevelLow="0" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" DryPl1BelowDikeTopAtRiver="0.5" DryPl1DryBelowDikeTopAtPolder="1.5" DryPl1BelowShoulderBaseInside="0.1" DryPl1DryBelowDikeToeAtPolder="0.1" IntrusionVerticalWaterPressure="Standard" />
+      <DesignScenarios>
+        <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
+      </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk1818.geometries2D.0\" SoilDatabaseName="D:\Issue related data DAM\MWDAM-1200\Rechter Diezedijk18180.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
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+  <Segments>
+    <Segment Name="1">
+      <SoilGeometryProbability SoilProfileName="segment1_1D1" SoilProfileType="0" FailureMechanismSystemType="0" Probability="50" />
+      <SoilGeometryProbability SoilProfileName="segment1_1D2" SoilProfileType="0" FailureMechanismSystemType="0" Probability="50" />
+    </Segment>
+  </Segments>
+  <SoilProfiles1D>
+    <SoilProfile1D Name="segment1_1D1" BottomLevel="-40">
+      <Layers1D>
+        <Layer1D Name="L0" SoilName="klei_kade" TopLevel="20" IsAquifer="false" WaterpressureInterpolationModel="0" />
+        <Layer1D Name="L1" SoilName="zand" TopLevel="4.2" IsAquifer="false" WaterpressureInterpolationModel="0" />
+        <Layer1D Name="L2" SoilName="klei" TopLevel="2.2" IsAquifer="false" WaterpressureInterpolationModel="0" />
+        <Layer1D Name="L3" SoilName="Veen" TopLevel="0.7" IsAquifer="false" WaterpressureInterpolationModel="0" />
+        <Layer1D Name="L4" SoilName="klei" TopLevel="0.5" IsAquifer="false" WaterpressureInterpolationModel="0" />
+        <Layer1D Name="L5" SoilName="wl_zand" TopLevel="0" IsAquifer="true" WaterpressureInterpolationModel="0" />
+      </Layers1D>
+    </SoilProfile1D>
+    <SoilProfile1D Name="segment1_1D2" BottomLevel="-40">
+      <Layers1D>
+        <Layer1D Name="L0" SoilName="klei_kade" TopLevel="20" IsAquifer="false" WaterpressureInterpolationModel="0" />
+        <Layer1D Name="L1" SoilName="klei_humeus" TopLevel="2" IsAquifer="false" WaterpressureInterpolationModel="0" />
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+      </Layers1D>
+    </SoilProfile1D>
+  </SoilProfiles1D>
+  <StabilityParameters SearchMethod="0" GridDetermination="1" BishopTangentLinesDefinition="0" BishopTangentLinesDistance="0.25" BishopGridVerticalPointsCount="10" BishopGridVerticalPointsDistance="2" BishopGridHorizontalPointsCount="10" 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: IssueRelatedData/MWDAM-1200/OutputFile.xml
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1200/OutputFile.xml	(revision 0)
+++ IssueRelatedData/MWDAM-1200/OutputFile.xml	(revision 1334)
@@ -0,0 +1,15 @@
+<?xml version="1.0" encoding="utf-8"?>
+<Output xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema">
+  <Results>
+    <CalculationResults>
+      <LocationResults />
+      <DesignResults BaseFileName="Loc(100)_Sce(1)_Pro(segment1_1D1)_Ite(1)" CalculationSubDir="Stability\Bishop" LocationName="100" ScenarioName="1" ProfileName="segment1_1D1" CalculationResult="7">
+        <StabilityDesignResults ResultMessage="FAIL: Adapting the slope of the dike failed. Probably the slope is too steep or too shallow." SafetyFactor="0.685592" Zone1SafetyFactor="0.685592" Zone1EntryPointX="133.438" Zone1ExitPointX="142.189" NumberOfIterations="-1" StabilityModelType="Bishop" />
+      </DesignResults>
+      <DesignResults BaseFileName="Loc(100)_Sce(1)_Pro(segment1_1D2)_Ite(1)" CalculationSubDir="Stability\Bishop" LocationName="100" ScenarioName="1" ProfileName="segment1_1D2" CalculationResult="7">
+        <StabilityDesignResults ResultMessage="FAIL: Adapting the slope of the dike failed. Probably the slope is too steep or too shallow." SafetyFactor="0.332809" Zone1SafetyFactor="0.332809" Zone1EntryPointX="135.229" Zone1ExitPointX="141.723" NumberOfIterations="-1" StabilityModelType="Bishop" />
+      </DesignResults>
+    </CalculationResults>
+  </Results>
+  <ValidationResults />
+</Output>
\ No newline at end of file