Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/ShearStrengthModelsTests/InputFileInvalidSigmaTauCurveNotStartingAt0.xml
===================================================================
diff -u -r6197 -r6404
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/ShearStrengthModelsTests/InputFileInvalidSigmaTauCurveNotStartingAt0.xml	(.../InputFileInvalidSigmaTauCurveNotStartingAt0.xml)	(revision 6197)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/ShearStrengthModelsTests/InputFileInvalidSigmaTauCurveNotStartingAt0.xml	(.../InputFileInvalidSigmaTauCurveNotStartingAt0.xml)	(revision 6404)
@@ -1,78 +1,118 @@
 <?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="StabilityInside" StabilityModelType="Bishop" AnalysisType="NoAdaption" ProjectPath="D:\DAM\DamClients\DamUI\trunk\src\Dam\Deltares.Dam.IntegrationTests\TestData\ShearStrengthModelsTests" CalculationMap="InvalidSigmaTauCurveNotStartingAt0.Calc" MaxCalculationCores="1">
-  <Locations>
-    <Location SurfaceLineName="16-1-1-C-3-Z" SegmentName="1043" Name="Comparison Mohr-Coulomb SigmaTau and SHANSEP" DikeEmbankmentMaterial="klei" XSoilGeometry2DOrigin="1" DistanceToEntryPoint="2.1">
-      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="klei2" StabilityShoulderGrowSlope="2" StabilityShoulderGrowDeltaX="0.2" StabilitySlopeAdaptionDeltaX="0.5" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0.3" DampingFactorPl4="0.4" PenetrationLength="1.3" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
-      <DesignScenarios>
-        <DesignScenario Id="1" RiverLevel="3.8" RiverLevelLow="3.7" DikeTableHeight="57" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.6" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.2" HeadPl3="0.9" HeadPl4="0.8" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.1" RequiredSafetyFactorStabilityInnerSlope="6.07" RequiredSafetyFactorStabilityOuterSlope="1.4" RequiredSafetyFactorPiping="1.2" PolderLevel="0.9" HeadPl2="13.056" />
-      </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="10" MinimumCircleDepth="1.5" TrafficLoadDegreeOfConsolidation="10.12" />
-    </Location>
-  </Locations>
-  <SurfaceLines>
-    <SurfaceLine Name="16-1-1-C-3-Z">
-      <Points>
-        <Point X="0" Z="1" PointType="1" />
-        <Point X="10.32" Z="1" PointType="5" />
-        <Point X="10.34" Z="1.01" PointType="6" />
-        <Point X="10.35" Z="1.01" PointType="7" />
-        <Point X="23.01" Z="6.07" PointType="8" />
-        <Point X="27.5" Z="6.07" PointType="10" />
-        <Point X="30" Z="6.07" PointType="11" />
-        <Point X="30.5" Z="6.07" PointType="12" />
-        <Point X="41.93" Z="1.5" PointType="13" />
-        <Point X="42.03" Z="1.5" PointType="14" />
-        <Point X="42.18" Z="1.4" PointType="15" />
-        <Point X="45.18" Z="1.4" PointType="16" />
-        <Point X="45.230000000000004" Z="1.35" PointType="17" />
-        <Point X="45.28" Z="1.35" PointType="18" />
-        <Point X="45.33" Z="1.4" PointType="19" />
-        <Point X="75" Z="1.4" PointType="25" />
-      </Points>
-    </SurfaceLine>
-  </SurfaceLines>
-  <Soils>
-    <Soil Name="coh 5 phi 45" DiameterD70="1E-08" PermeabKx="1E-05" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="45" DilatancyType="Phi" StrengthIncreaseExponent="0" RatioCuPc="0" Pop="0" />
-    <Soil Name="stress table with coh 5 phi 45" DiameterD70="1E-08" PermeabKx="1E-05" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="SigmaTauCurve" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="0" DilatancyType="Phi" StrengthIncreaseExponent="0" RatioCuPc="0" Pop="0">
-      <SigmaTauCurve>
-        <SigmaTauPoint Sigma="2" Tau="5" />
-        <SigmaTauPoint Sigma="400" Tau="405" />
-      </SigmaTauCurve>
-    </Soil>
-    <Soil Name="Su with POP is coh" DiameterD70="1E-08" PermeabKx="1E-05" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="SuCalculated" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="0" DilatancyType="Phi" StrengthIncreaseExponent="1" RatioCuPc="1" Pop="5" />
-  </Soils>
-  <Segments>
-    <Segment Name="1043">
-      <SoilGeometryProbability SoilProfileName="MohrCoulombMaterial" SoilProfileType="ProfileType1D" SegmentFailureMechanismType="Stability" Probability="33.33" />
-      <SoilGeometryProbability SoilProfileName="SigmaTauMaterial" SoilProfileType="ProfileType1D" SegmentFailureMechanismType="Stability" Probability="33.33" />
-      <SoilGeometryProbability SoilProfileName="ShansepMaterial" SoilProfileType="ProfileType1D" SegmentFailureMechanismType="Stability" Probability="33.34" />
-    </Segment>
-  </Segments>
-  <SoilProfiles1D>
-    <SoilProfile1D Name="MohrCoulombMaterial" BottomLevel="-19">
-      <Layers1D>
-        <Layer1D Name="L0" SoilName="coh 5 phi 45" TopLevel="60" IsAquifer="false" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L1" SoilName="coh 5 phi 45" TopLevel="1" IsAquifer="true" WaterpressureInterpolationModel="0" />
-      </Layers1D>
-    </SoilProfile1D>
-    <SoilProfile1D Name="SigmaTauMaterial" BottomLevel="-19">
-      <Layers1D>
-        <Layer1D Name="L0" SoilName="stress table with coh 5 phi 45" TopLevel="60" IsAquifer="false" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L1" SoilName="stress table with coh 5 phi 45" TopLevel="1" IsAquifer="true" WaterpressureInterpolationModel="0" />
-      </Layers1D>
-    </SoilProfile1D>
-    <SoilProfile1D Name="ShansepMaterial" BottomLevel="-19">
-      <Layers1D>
-        <Layer1D Name="L0" SoilName="Su with POP is coh" TopLevel="60" IsAquifer="false" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L1" SoilName="Su with POP is coh" TopLevel="1" IsAquifer="true" WaterpressureInterpolationModel="0" />
-      </Layers1D>
-    </SoilProfile1D>
-  </SoilProfiles1D>
-  <SoilProfiles2D />
-  <StabilityParameters SearchMethod="BeeSwarm" BishopSearchAreaDetermination="Automatic" BishopTangentLinesDistance="0.25" BishopGridVerticalPointsCount="10" BishopGridVerticalPointsDistance="2.5" BishopGridHorizontalPointsCount="10" BishopGridHorizontalPointsDistance="2.5" UpliftVanGridDetermination="Automatic" UpliftVanGridLeftVerticalPointsCount="36" UpliftVanGridLeftVerticalPointsDistance="2" UpliftVanGridLeftHorizontalPointsCount="14" UpliftVanGridLeftHorizontalPointsDistance="2" UpliftVanGridRightVerticalPointsCount="3" UpliftVanGridRightVerticalPointsDistance="2" UpliftVanGridRightHorizontalPointsCount="6" UpliftVanGridRightHorizontalPointsDistance="2" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" />
-  <AquiferSoils xsi:nil="true" />
-  <TrafficLoadDegreeOfConsolidations xsi:nil="true" />
-  <OperationalInputTimeSeries xsi:nil="true" />
-  <SensorData xsi:nil="true" />
+<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" DamProjectType="Design"
+       FailureMechanismSystemType="StabilityInside" StabilityModelType="Bishop" AnalysisType="NoAdaption"
+       ProjectPath="D:\DAM\DamClients\DamUI\trunk\src\Dam\Deltares.Dam.IntegrationTests\TestData\ShearStrengthModelsTests"
+       CalculationMap="InvalidSigmaTauCurveNotStartingAt0.Calc" MaxCalculationCores="1">
+    <Locations>
+        <Location SurfaceLineName="16-1-1-C-3-Z" SegmentName="1043" Name="Comparison Mohr-Coulomb SigmaTau and SHANSEP"
+                  DikeEmbankmentMaterial="klei" XSoilGeometry2DOrigin="1" DistanceToEntryPoint="2.1">
+            <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="klei2"
+                           StabilityShoulderGrowSlope="2" StabilityShoulderGrowDeltaX="0.2"
+                           StabilitySlopeAdaptionDeltaX="0.5" SlopeAdaptionStartCotangent="3"
+                           SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false"
+                           StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption"/>
+            <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0.3"
+                             DampingFactorPl4="0.4" PenetrationLength="1.3" SlopeDampingFactor="0"
+                             IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay"/>
+            <DesignScenarios>
+                <DesignScenario Id="1" RiverLevel="3.8" RiverLevelLow="3.7" DikeTableHeight="57"
+                                PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.6"
+                                PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.2"
+                                HeadPl3="0.9" HeadPl4="0.8" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.1"
+                                RequiredSafetyFactorStabilityInnerSlope="6.07"
+                                RequiredSafetyFactorStabilityOuterSlope="1.4" RequiredSafetyFactorPiping="1.2"
+                                PolderLevel="0.9" HeadPl2="13.056"/>
+            </DesignScenarios>
+            <StabilityOptions MapForSoilgeometries2D="" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1"
+                              TrafficLoad="10" MinimumCircleDepth="1.5" TrafficLoadDegreeOfConsolidation="10.12"/>
+        </Location>
+    </Locations>
+    <SurfaceLines>
+        <SurfaceLine Name="16-1-1-C-3-Z">
+            <Points>
+                <Point X="0" Z="1" PointType="1"/>
+                <Point X="10.32" Z="1" PointType="5"/>
+                <Point X="10.34" Z="1.01" PointType="6"/>
+                <Point X="10.35" Z="1.01" PointType="7"/>
+                <Point X="23.01" Z="6.07" PointType="8"/>
+                <Point X="27.5" Z="6.07" PointType="10"/>
+                <Point X="30" Z="6.07" PointType="11"/>
+                <Point X="30.5" Z="6.07" PointType="12"/>
+                <Point X="41.93" Z="1.5" PointType="13"/>
+                <Point X="42.03" Z="1.5" PointType="14"/>
+                <Point X="42.18" Z="1.4" PointType="15"/>
+                <Point X="45.18" Z="1.4" PointType="16"/>
+                <Point X="45.230000000000004" Z="1.35" PointType="17"/>
+                <Point X="45.28" Z="1.35" PointType="18"/>
+                <Point X="45.33" Z="1.4" PointType="19"/>
+                <Point X="75" Z="1.4" PointType="25"/>
+            </Points>
+        </SurfaceLine>
+    </SurfaceLines>
+    <Soils>
+        <Soil Name="coh 5 phi 45" DiameterD70="1E-08" PermeabKx="1E-05" AbovePhreaticLevel="17" BelowPhreaticLevel="17"
+              ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="45"
+              DilatancyType="Phi" StrengthIncreaseExponent="0" RatioCuPc="0" Pop="0"/>
+        <Soil Name="stress table with coh 5 phi 45" DiameterD70="1E-08" PermeabKx="1E-05" AbovePhreaticLevel="17"
+              BelowPhreaticLevel="17" ShearStrengthModel="SigmaTauCurve" UseDefaultShearStrengthModel="false"
+              Cohesion="0" FrictionAngle="0" DilatancyType="Phi" StrengthIncreaseExponent="0" RatioCuPc="0" Pop="0">
+            <SigmaTauCurve>
+                <SigmaTauPoint Sigma="2" Tau="5"/>
+                <SigmaTauPoint Sigma="400" Tau="405"/>
+            </SigmaTauCurve>
+        </Soil>
+        <Soil Name="Su with POP is coh" DiameterD70="1E-08" PermeabKx="1E-05" AbovePhreaticLevel="17"
+              BelowPhreaticLevel="17" ShearStrengthModel="SuCalculated" UseDefaultShearStrengthModel="false"
+              Cohesion="0" FrictionAngle="0" DilatancyType="Phi" StrengthIncreaseExponent="1" RatioCuPc="1" Pop="5"/>
+    </Soils>
+    <Segments>
+        <Segment Name="1043">
+            <SoilGeometryProbability SoilProfileName="MohrCoulombMaterial" SoilProfileType="ProfileType1D"
+                                     SegmentFailureMechanismType="Stability" Probability="33.33"/>
+            <SoilGeometryProbability SoilProfileName="SigmaTauMaterial" SoilProfileType="ProfileType1D"
+                                     SegmentFailureMechanismType="Stability" Probability="33.33"/>
+            <SoilGeometryProbability SoilProfileName="ShansepMaterial" SoilProfileType="ProfileType1D"
+                                     SegmentFailureMechanismType="Stability" Probability="33.34"/>
+        </Segment>
+    </Segments>
+    <SoilProfiles1D>
+        <SoilProfile1D Name="MohrCoulombMaterial" BottomLevel="-19">
+            <Layers1D>
+                <Layer1D Name="L0" SoilName="coh 5 phi 45" TopLevel="60" IsAquifer="false"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L1" SoilName="coh 5 phi 45" TopLevel="1" IsAquifer="true"
+                         WaterpressureInterpolationModel="0"/>
+            </Layers1D>
+        </SoilProfile1D>
+        <SoilProfile1D Name="SigmaTauMaterial" BottomLevel="-19">
+            <Layers1D>
+                <Layer1D Name="L0" SoilName="stress table with coh 5 phi 45" TopLevel="60" IsAquifer="false"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L1" SoilName="stress table with coh 5 phi 45" TopLevel="1" IsAquifer="true"
+                         WaterpressureInterpolationModel="0"/>
+            </Layers1D>
+        </SoilProfile1D>
+        <SoilProfile1D Name="ShansepMaterial" BottomLevel="-19">
+            <Layers1D>
+                <Layer1D Name="L0" SoilName="Su with POP is coh" TopLevel="60" IsAquifer="false"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L1" SoilName="Su with POP is coh" TopLevel="1" IsAquifer="true"
+                         WaterpressureInterpolationModel="0"/>
+            </Layers1D>
+        </SoilProfile1D>
+    </SoilProfiles1D>
+    <SoilProfiles2D/>
+    <StabilityParameters SearchMethod="BeeSwarm" BishopSearchAreaDetermination="Automatic"
+                         BishopTangentLinesDistance="0.25" BishopGridVerticalPointsCount="10"
+                         BishopGridVerticalPointsDistance="2.5" BishopGridHorizontalPointsCount="10"
+                         BishopGridHorizontalPointsDistance="2.5" UpliftVanGridDetermination="Automatic"
+                         UpliftVanGridLeftVerticalPointsCount="36" UpliftVanGridLeftVerticalPointsDistance="2"
+                         UpliftVanGridLeftHorizontalPointsCount="14" UpliftVanGridLeftHorizontalPointsDistance="2"
+                         UpliftVanGridRightVerticalPointsCount="3" UpliftVanGridRightVerticalPointsDistance="2"
+                         UpliftVanGridRightHorizontalPointsCount="6" UpliftVanGridRightHorizontalPointsDistance="2"
+                         UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25"/>
+    <AquiferSoils xsi:nil="true"/>
+    <TrafficLoadDegreeOfConsolidations xsi:nil="true"/>
+    <OperationalInputTimeSeries xsi:nil="true"/>
+    <SensorData xsi:nil="true"/>
 </Input>
\ No newline at end of file