Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/Deltares.DamEngine.Calculators.Tests.csproj
===================================================================
diff -u -r1993 -r1999
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/Deltares.DamEngine.Calculators.Tests.csproj	(.../Deltares.DamEngine.Calculators.Tests.csproj)	(revision 1993)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/Deltares.DamEngine.Calculators.Tests.csproj	(.../Deltares.DamEngine.Calculators.Tests.csproj)	(revision 1999)
@@ -53,6 +53,10 @@
       <SpecificVersion>False</SpecificVersion>
       <HintPath>..\..\lib\FailureMechanisms\WbiPipingMerged\Deltares.WTIPiping.Merged.dll</HintPath>
     </Reference>
+    <Reference Include="Deltares.WTIStability.Data, Version=18.1.1.7734, Culture=neutral, processorArchitecture=x86">
+      <SpecificVersion>False</SpecificVersion>
+      <HintPath>..\..\lib\FailureMechanisms\Macrostability\Deltares.WTIStability.Data.dll</HintPath>
+    </Reference>
     <Reference Include="KellermanSoftware.Compare-NET-Objects, Version=3.9.0.0, Culture=neutral, PublicKeyToken=d970ace04cc85217, processorArchitecture=MSIL">
       <SpecificVersion>False</SpecificVersion>
       <HintPath>..\packages\CompareNETObjects.3.09.0.0\lib\net45\KellermanSoftware.Compare-NET-Objects.dll</HintPath>
@@ -176,6 +180,9 @@
     <Content Include="KernelWrappers\DamMacroStabilityCommon\TestData\DAM Tutorial Design0.soilmaterials.mdb">
       <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
     </Content>
+    <Content Include="KernelWrappers\MacroStabilityCommon\TestFiles\Result1.xml">
+      <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
+    </Content>
     <Content Include="KernelWrappers\MacroStabilityCommon\TestFiles\ValidateError.xml">
       <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
     </Content>
Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/MacroStabilityCommon/MacroStabilityIo/WTIDeserializer.cs
===================================================================
diff -u -r1998 -r1999
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/MacroStabilityCommon/MacroStabilityIo/WTIDeserializer.cs	(.../WTIDeserializer.cs)	(revision 1998)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/MacroStabilityCommon/MacroStabilityIo/WTIDeserializer.cs	(.../WTIDeserializer.cs)	(revision 1999)
@@ -82,9 +82,9 @@
             XmlDocument document = new XmlDocument();
             document.LoadXml(xml);
 
-            document.Schemas.Add(GetSchema("Deltares.WTIStability.IO.WTIWaternetDefinition.xsd", false));
-            document.Schemas.Add(GetSchema("Deltares.WTIStability.IO.WTIWaternet.xsd", false));
-            document.Schemas.Add(GetSchema("Deltares.WTIStability.IO.WTIStabilityModelResult.xsd", true));
+            document.Schemas.Add(GetSchema("Deltares.DamEngine.Calculators.KernelWrappers.MacroStabilityCommon.MacroStabilityIo.WTIWaternetDefinition.xsd", false));
+            document.Schemas.Add(GetSchema("Deltares.DamEngine.Calculators.KernelWrappers.MacroStabilityCommon.MacroStabilityIo.WTIWaternet.xsd", false));
+            document.Schemas.Add(GetSchema("Deltares.DamEngine.Calculators.KernelWrappers.MacroStabilityCommon.MacroStabilityIo.WTIStabilityModelResult.xsd", true));
 
             // the following call to Validate succeeds.
             document.Validate(ValidationEventHandler);
Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/MacroStabilityCommon/MacroStabilityIoTests.cs
===================================================================
diff -u -r1993 -r1999
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/MacroStabilityCommon/MacroStabilityIoTests.cs	(.../MacroStabilityIoTests.cs)	(revision 1993)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/MacroStabilityCommon/MacroStabilityIoTests.cs	(.../MacroStabilityIoTests.cs)	(revision 1999)
@@ -33,6 +33,7 @@
     public class MacroStabilityIoTests
     {
         private const string WtiFilesMap = @"KernelWrappers\MacroStabilityCommon\TestFiles";
+
         [TestCase("Benchmark 1-01b.wti")]
         [TestCase("Benchmark 2-04a.wti")]
         public void GivenWtiFileWhenDeserializingAndSerializingThenTheStringsAreEqual(string fileNameIn)
@@ -96,6 +97,24 @@
             Assert.AreEqual(xmlInput, xmlOutput);
         }
 
+        [TestCase("Result1.xml")]
+        public void GivenCalculationResultFileWhenDeserializingAndSerializingThenTheStringsAreEqual(string fileNameIn)
+        {
+            // Given calculation result file from kernel
+            string fullFileNameIn = Path.Combine(WtiFilesMap, fileNameIn);
+
+            // When Deserializing and Serializing
+            string xmlInput = File.ReadAllText(fullFileNameIn);
+            string fileNameOut = fileNameIn + ".out";
+            string fullFileNameOut = Path.Combine(WtiFilesMap, fileNameOut);
+            var calculationResults = WtiDeserializer.DeserializeResult(xmlInput);
+            string xmlOutput = WtiSerializer.SerializeResult(calculationResults);
+            File.WriteAllText(fullFileNameOut, xmlOutput);
+
+            // Then the strings are equal
+            Assert.AreEqual(xmlInput, xmlOutput);
+        }
+
         private static void CompareDamProjectData(DamProjectData actual, DamProjectData expected)
         {
 
Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/MacroStabilityCommon/TestFiles/Result1.xml
===================================================================
diff -u
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/MacroStabilityCommon/TestFiles/Result1.xml	(revision 0)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/MacroStabilityCommon/TestFiles/Result1.xml	(revision 1999)
@@ -0,0 +1 @@
+<?xml version="1.0" encoding="utf-8"?><WTIStabilityModelResult ModelOption="UpliftVan" Succeeded="true" SafetyFactor="3.8563056383621" ZValue="2.8563056383621"><Location DikeSoilScenario="ClayDikeOnClay" WaterLevelRiver="NaN" WaterLevelRiverAverage="NaN" WaterLevelRiverLow="NaN" WaterLevelPolder="NaN" DrainageConstructionPresent="false" XCoordMiddleDrainageConstruction="NaN" ZCoordMiddleDrainageConstruction="NaN" MinimumLevelPhreaticLineAtDikeTopRiver="NaN" MinimumLevelPhreaticLineAtDikeTopPolder="NaN" UseDefaultOffsets="true" PlLineOffsetBelowPointBRingtoetsWti2017="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" HeadInPLLine2Outwards="NaN" HeadInPLLine2Inwards="0" HeadInPLLine3="NaN" HeadInPLLine4="NaN" AdjustPl3And4ForUplift="true" PenetrationLength="NaN" LeakageLengthOutwardsPl3="300" LeakageLengthInwardsPl3="300" LeakageLengthOutwardsPl4="300" LeakageLengthInwardsPl4="300" /><Waternets><Waternet UnitWeightWater="9.81" IsGenerated="false" IsDaily="false"><PhreaticLine Key="1" Name="Phreatic line"><Points><Point Key="2" X="0" Z="4.3" /><Point Key="3" X="47" Z="4.3" /><Point Key="4" X="61.5" Z="-0.2" /><Point Key="5" X="71.7" Z="-0.3" /><Point Key="6" X="100" Z="-0.3" /></Points></PhreaticLine><HeadLines><HeadLine Key="7" Name="Head line 1"><Points><Point Key="8" X="0" Z="0.9" /><Point Key="9" X="100" Z="0.9" /></Points></HeadLine><HeadLine Key="10" Name="Head line 2"><Points><Point Key="11" X="0" Z="3.8" /><Point Key="12" X="40" Z="3.8" /><Point Key="13" X="61.5" Z="1.4" /><Point Key="14" X="100" Z="1" /></Points></HeadLine><HeadLine Key="15" Name="Head line 3"><Points><Point Key="16" X="0" Z="4" /><Point Key="17" X="40" Z="4" /><Point Key="18" X="61.5" Z="1.5" /><Point Key="19" X="100" Z="1.1" /></Points></HeadLine></HeadLines><WaternetLines /></Waternet></Waternets><MinimumSafetyCurve CurveType="DualCircle" ActiveCircleCenterX="66" ActiveCircleCenterZ="7" ActiveCircleRadius="10.4" PassiveCircleCenterX="73" PassiveCircleCenterZ="1.5" PassiveCircleRadius="4.9" NonIteratedHorizontaleForce="104.644356286229" NonIteratedActiveForce="2.78122276084712" NonIteratedPassiveForce="-36.6291041973682" IteratedHorizontaleForce="27.1358111961652" IteratedActiveForce="86.3319411489749" IteratedPassiveForce="26.0431668821626" DrivingMomentActive="1239.55652613174" DrivingMomentPassive="-177.530605918333" ResistingMomentActive="1389.0802603247" ResistingMomentPassive="274.522413128474" LeftCircleIsActive="true"><Slices><Slice Cohesion="1.5" FrictionAngle="20" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="0" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="1.48065373364368" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="0" EffectiveStress="2.47469516093557" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="1.91595233337536" SoilStress="2.47469516093557" TotalPorePressure="0" TotalStress="2.47469516093557" Weight="0.495895689758823" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="56.5992268481494" Z="2.55191455259182" /><TopRightPoint X="56.7996134240747" Z="2.42595727629591" /><BottomLeftPoint X="56.5992268481494" Z="2.55191455259182" /><BottomRightPoint X="56.7996134240747" Z="2.15099114730306" /></Slice><Slice Cohesion="1.5" FrictionAngle="20" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="0" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="5.52990866862788" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="0" EffectiveStress="7.07842635579887" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="3.30087908660083" SoilStress="7.07842635579887" TotalPorePressure="0" TotalStress="7.07842635579887" Weight="1.41842162037804" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="56.7996134240747" Z="2.42595727629591" /><TopRightPoint X="57" Z="2.3" /><BottomLeftPoint X="56.7996134240747" Z="2.15099114730306" /><BottomRightPoint X="57" Z="1.78847431168185" /></Slice><Slice Cohesion="1.5" FrictionAngle="20" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="0" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="10.174399376228" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="0" EffectiveStress="12.2582470676824" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="4.88938846408894" SoilStress="12.2582470676824" TotalPorePressure="0" TotalStress="12.2582470676824" Weight="2.87848430811357" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="57" Z="2.3" /><TopRightPoint X="57.2348202228443" Z="2.25303595543114" /><BottomLeftPoint X="57" Z="1.78847431168185" /><BottomRightPoint X="57.2348202228443" Z="1.40253419178459" /></Slice><Slice Cohesion="1.5" FrictionAngle="20" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="0" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="15.451719265284" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="0" EffectiveStress="18.0519519016407" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="6.69433816891928" SoilStress="18.0519519016407" TotalPorePressure="0" TotalStress="18.0519519016407" Weight="4.23896336831769" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="57.2348202228443" Z="2.25303595543114" /><TopRightPoint X="57.4696404456886" Z="2.20607191086228" /><BottomLeftPoint X="57.2348202228443" Z="1.40253419178459" /><BottomRightPoint X="57.4696404456886" Z="1.05080124099321" /></Slice><Slice Cohesion="1.5" FrictionAngle="20" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="1.75518382406963" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="20.0591839574117" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="1.75518382406964" EffectiveStress="22.9591291958124" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="8.27018390328877" SoilStress="24.714313019882" TotalPorePressure="1.75518382406964" TotalStress="24.714313019882" Weight="8.48820951609288" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="57.4696404456886" Z="2.20607191086228" /><TopRightPoint X="57.8130936304591" Z="2.13738127390819" /><BottomLeftPoint X="57.4696404456886" Z="1.05080124099321" /><BottomRightPoint X="57.8130936304591" Z="0.5863766795695" /></Slice><Slice Cohesion="1.5" FrictionAngle="20" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="5.02676762326819" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="24.0185686483494" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="5.0267676232682" EffectiveStress="27.0396100959312" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="9.62437322276472" SoilStress="32.0663777191994" TotalPorePressure="5.0267676232682" TotalStress="32.0663777191994" Weight="11.0132995517118" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="57.8130936304591" Z="2.13738127390819" /><TopRightPoint X="58.1565468152295" Z="2.06869063695409" /><BottomLeftPoint X="57.8130936304591" Z="0.5863766795695" /><BottomRightPoint X="58.1565468152295" Z="0.170633840661792" /></Slice><Slice Cohesion="1.5" FrictionAngle="20" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="7.86214364345392" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="27.5919325760425" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="7.86214364345393" EffectiveStress="30.666986279624" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="10.8465356654691" SoilStress="38.5291299230779" TotalPorePressure="7.86214364345393" TotalStress="38.5291299230779" Weight="13.2329523785165" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="58.1565468152295" Z="2.06869063695409" /><TopRightPoint X="58.5" Z="2" /><BottomLeftPoint X="58.1565468152295" Z="0.170633840661792" /><BottomRightPoint X="58.5" Z="-0.20485947121802" /></Slice><Slice Cohesion="1.5" FrictionAngle="20" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="10.2639754618478" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="29.4997621536776" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="10.2639754618478" EffectiveStress="32.4710873658019" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="11.4990518110528" SoilStress="42.7350628276497" TotalPorePressure="10.2639754618478" TotalStress="42.7350628276497" Weight="13.7504545772303" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="58.5" Z="2" /><TopRightPoint X="58.821760485826" Z="1.78549300944932" /><BottomLeftPoint X="58.5" Z="-0.20485947121802" /><BottomRightPoint X="58.821760485826" Z="-0.525481876740612" /></Slice><Slice Cohesion="1.5" FrictionAngle="20" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="12.3004836329971" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="29.7733703286299" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="12.3004836329971" EffectiveStress="32.5227764993005" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="11.5926313182651" SoilStress="44.8232601322977" TotalPorePressure="12.3004836329971" TotalStress="44.8232601322977" Weight="14.4223539564744" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="58.821760485826" Z="1.78549300944932" /><TopRightPoint X="59.1435209716521" Z="1.57098601889863" /><BottomLeftPoint X="58.821760485826" Z="-0.525481876740612" /><BottomRightPoint X="59.1435209716521" Z="-0.8197631251736" /></Slice><Slice Cohesion="1.5" FrictionAngle="20" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="14.0926862286063" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="29.7893390103151" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="14.0926862286063" EffectiveStress="32.3206966404694" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="11.5980929290638" SoilStress="46.4133828690757" TotalPorePressure="14.0926862286063" TotalStress="46.4133828690757" Weight="14.9339926207835" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="59.1435209716521" Z="1.57098601889863" /><TopRightPoint X="59.4652814574781" Z="1.35647902834794" /><BottomLeftPoint X="59.1435209716521" Z="-0.8197631251736" /><BottomRightPoint X="59.4652814574781" Z="-1.0905780739092" /></Slice><Slice Cohesion="1.5" FrictionAngle="20" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="15.6658984073954" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="29.5726689776809" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="15.6658984073954" EffectiveStress="31.891143555604" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="11.5239874134478" SoilStress="47.5570419629994" TotalPorePressure="15.6658984073954" TotalStress="47.5570419629994" Weight="15.3019769264634" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="59.4652814574781" Z="1.35647902834794" /><TopRightPoint X="59.7870419433041" Z="1.14197203779726" /><BottomLeftPoint X="59.4652814574781" Z="-1.0905780739092" /><BottomRightPoint X="59.7870419433041" Z="-1.34021295805675" /></Slice><Slice Cohesion="1.5" FrictionAngle="20" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="16.8321367901163" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="29.2440826013516" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="16.8321367901163" EffectiveStress="31.3911208082602" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="11.4116042539208" SoilStress="48.2232575983765" TotalPorePressure="16.8321367901163" TotalStress="48.2232575983765" Weight="10.2191481134774" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="59.7870419433041" Z="1.14197203779726" /><TopRightPoint X="59.9989552113497" Z="1.00069652576685" /><BottomLeftPoint X="59.7870419433041" Z="-1.34021295805675" /><BottomRightPoint X="59.9989552113497" Z="-1.49396617868316" /></Slice><Slice Cohesion="1.5" FrictionAngle="20" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="17.6563916300687" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="28.8743995377989" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="17.6563916300687" EffectiveStress="30.8881361131294" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="11.2851651995395" SoilStress="48.5445277431981" TotalPorePressure="17.6563916300687" TotalStress="48.5445277431981" Weight="10.2872295197917" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="59.9989552113497" Z="1.00069652576685" /><TopRightPoint X="60.2108684793953" Z="0.859421013736447" /><BottomLeftPoint X="59.9989552113497" Z="-1.49396617868316" /><BottomRightPoint X="60.2108684793953" Z="-1.6397891315206" /></Slice><Slice Cohesion="0" FrictionAngle="30" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="18.5462310154959" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="27.5629695581172" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="18.5462310154959" EffectiveStress="29.8689173104952" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="13.7814847790586" SoilStress="48.4151483259911" TotalPorePressure="18.5462310154959" TotalStress="48.4151483259911" Weight="14.6527928118069" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="60.2108684793953" Z="0.859421013736447" /><TopRightPoint X="60.5135174088822" Z="0.657655060745232" /><BottomLeftPoint X="60.2108684793953" Z="-1.6397891315206" /><BottomRightPoint X="60.5135174088822" Z="-1.83507265263624" /></Slice><Slice Cohesion="0" FrictionAngle="30" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="19.4700304898075" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="26.2850488791131" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="19.4700304898075" EffectiveStress="28.3221814286585" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="13.1425244395566" SoilStress="47.792211918466" TotalPorePressure="19.4700304898075" TotalStress="47.792211918466" Weight="14.4642617749307" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="60.5135174088822" Z="0.657655060745232" /><TopRightPoint X="60.816166338369" Z="0.455889107754023" /><BottomLeftPoint X="60.5135174088822" Z="-1.83507265263624" /><BottomRightPoint X="60.816166338369" Z="-2.01597851420138" /></Slice><Slice Cohesion="0" FrictionAngle="30" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="20.2569530475557" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="24.8903362023798" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="20.2569530475557" EffectiveStress="26.675124952521" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="12.4451681011899" SoilStress="46.9320780000767" TotalPorePressure="20.2569530475557" TotalStress="46.9320780000767" Weight="14.2039431653152" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="60.816166338369" Z="0.455889107754023" /><TopRightPoint X="61.1188152678558" Z="0.254123154762809" /><BottomLeftPoint X="60.816166338369" Z="-2.01597851420138" /><BottomRightPoint X="61.1188152678558" Z="-2.18335644580358" /></Slice><Slice Cohesion="4" FrictionAngle="22.5" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="20.982061759798" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="22.7798909865105" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="20.982061759798" EffectiveStress="24.406929844212" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="12.4130050016655" SoilStress="45.38899160401" TotalPorePressure="20.982061759798" TotalStress="45.38899160401" Weight="17.3015906068705" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="61.1188152678558" Z="0.254123154762809" /><TopRightPoint X="61.5" Z="0" /><BottomLeftPoint X="61.1188152678558" Z="-2.18335644580358" /><BottomRightPoint X="61.5" Z="-2.37603327639146" /></Slice><Slice Cohesion="4" FrictionAngle="22.5" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" 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ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="65.2392177544633" Z="-0.0747843550892662" /><TopRightPoint X="65.6196088772317" Z="-0.0823921775446331" /><BottomLeftPoint X="65.2392177544633" Z="-3.37213624934016" /><BottomRightPoint X="65.6196088772317" Z="-3.39304106571888" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="30.9433646475195" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="27.9902720605037" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="30.9433646475195" EffectiveStress="28.0664339624879" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="16.05456050096" SoilStress="59.0097986100074" TotalPorePressure="30.9433646475195" 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Weight="23.0880021758709" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="66.3928571428571" Z="-0.0978571428571428" /><TopRightPoint X="66.7857142857143" Z="-0.105714285714286" /><BottomLeftPoint X="66.3928571428571" Z="-3.4" /><BottomRightPoint X="66.7857142857143" Z="-3.4" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="30.8647468487395" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="27.7485101540616" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="30.8647468487395" EffectiveStress="27.7485101540616" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="15.9158915682175" SoilStress="58.6132570028011" TotalPorePressure="30.8647468487395" TotalStress="58.6132570028011" Weight="23.0266366796716" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="66.7857142857143" Z="-0.105714285714286" /><TopRightPoint X="67.1785714285714" Z="-0.113571428571429" /><BottomLeftPoint X="66.7857142857143" Z="-3.4" /><BottomRightPoint X="67.1785714285714" Z="-3.4" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="30.8269632352941" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="27.6300906862745" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="30.8269632352941" EffectiveStress="27.6300906862745" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="15.8479689518896" SoilStress="58.4570539215686" TotalPorePressure="30.8269632352941" TotalStress="58.4570539215686" Weight="22.9652711834732" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="67.1785714285714" Z="-0.113571428571429" /><TopRightPoint X="67.5714285714286" Z="-0.121428571428571" /><BottomLeftPoint X="67.1785714285714" Z="-3.4" /><BottomRightPoint X="67.5714285714286" Z="-3.4" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="30.7891796218487" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="27.5116712184874" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="30.7891796218487" EffectiveStress="27.5116712184874" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="15.7800463355616" SoilStress="58.3008508403361" TotalPorePressure="30.7891796218487" TotalStress="58.3008508403361" Weight="22.9039056872747" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="67.5714285714286" Z="-0.121428571428571" /><TopRightPoint X="67.9642857142857" Z="-0.129285714285714" /><BottomLeftPoint X="67.5714285714286" Z="-3.4" /><BottomRightPoint X="67.9642857142857" Z="-3.4" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="30.7513960084034" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="27.3932517507003" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="30.7513960084034" EffectiveStress="27.3932517507003" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="15.7121237192337" SoilStress="58.1446477591036" TotalPorePressure="30.7513960084034" TotalStress="58.1446477591036" Weight="22.842540191077" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="67.9642857142857" Z="-0.129285714285714" /><TopRightPoint X="68.3571428571429" Z="-0.137142857142857" /><BottomLeftPoint X="67.9642857142857" Z="-3.4" /><BottomRightPoint X="68.3571428571429" Z="-3.4" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="30.713612394958" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="27.2748322829132" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="30.713612394958" EffectiveStress="27.2748322829132" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="15.6442011029058" SoilStress="57.9884446778711" TotalPorePressure="30.713612394958" TotalStress="57.9884446778711" Weight="22.7811746948777" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="68.3571428571429" Z="-0.137142857142857" /><TopRightPoint X="68.75" Z="-0.145" /><BottomLeftPoint X="68.3571428571429" Z="-3.4" /><BottomRightPoint X="68.75" Z="-3.4" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="30.6758287815126" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="27.1564128151261" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="30.6758287815126" EffectiveStress="27.1564128151261" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="15.5762784865779" SoilStress="57.8322415966387" TotalPorePressure="30.6758287815126" TotalStress="57.8322415966387" Weight="22.7198091986792" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="68.75" Z="-0.145" /><TopRightPoint X="69.1428571428571" Z="-0.152857142857143" /><BottomLeftPoint X="68.75" Z="-3.4" /><BottomRightPoint X="69.1428571428571" Z="-3.4" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="30.6380451680672" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="27.0379933473389" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="30.6380451680672" EffectiveStress="27.0379933473389" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="15.50835587025" SoilStress="57.6760385154061" TotalPorePressure="30.6380451680672" TotalStress="57.6760385154061" Weight="22.6584437024816" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="69.1428571428571" Z="-0.152857142857143" /><TopRightPoint X="69.5357142857143" Z="-0.160714285714286" /><BottomLeftPoint X="69.1428571428571" Z="-3.4" /><BottomRightPoint X="69.5357142857143" Z="-3.4" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="30.6002615546219" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="26.9195738795518" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="30.6002615546218" EffectiveStress="26.9195738795518" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="15.440433253922" SoilStress="57.5198354341737" TotalPorePressure="30.6002615546218" TotalStress="57.5198354341737" Weight="22.5970782062823" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="69.5357142857143" Z="-0.160714285714286" /><TopRightPoint X="69.9285714285714" Z="-0.168571428571429" /><BottomLeftPoint X="69.5357142857143" Z="-3.4" /><BottomRightPoint X="69.9285714285714" Z="-3.4" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="30.5624779411765" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="26.8011544117647" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="30.5624779411765" EffectiveStress="26.8011544117647" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="15.3725106375941" SoilStress="57.3636323529412" TotalPorePressure="30.5624779411765" TotalStress="57.3636323529412" Weight="22.5357127100838" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="69.9285714285714" Z="-0.168571428571429" /><TopRightPoint X="70.3214285714286" Z="-0.176428571428571" /><BottomLeftPoint X="69.9285714285714" Z="-3.4" /><BottomRightPoint X="70.3214285714286" Z="-3.4" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="30.5246943277311" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="26.6827349439776" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="30.5246943277311" EffectiveStress="26.6827349439776" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="15.3045880212662" SoilStress="57.2074292717087" TotalPorePressure="30.5246943277311" TotalStress="57.2074292717087" Weight="22.4743472138853" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="70.3214285714286" Z="-0.176428571428571" /><TopRightPoint X="70.7142857142857" Z="-0.184285714285714" /><BottomLeftPoint X="70.3214285714286" Z="-3.4" /><BottomRightPoint X="70.7142857142857" Z="-3.4" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="30.4869107142857" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="26.5643154761905" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="30.4869107142857" EffectiveStress="26.5643154761905" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="15.2366654049383" SoilStress="57.0512261904762" TotalPorePressure="30.4869107142857" TotalStress="57.0512261904762" Weight="22.4129817176877" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="70.7142857142857" Z="-0.184285714285714" /><TopRightPoint X="71.1071428571429" Z="-0.192142857142857" /><BottomLeftPoint X="70.7142857142857" Z="-3.4" /><BottomRightPoint X="71.1071428571429" Z="-3.4" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="30.4491271008403" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="26.4458960084034" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="30.4491271008403" EffectiveStress="26.4458960084034" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="15.1687427886104" SoilStress="56.8950231092437" TotalPorePressure="30.4491271008403" TotalStress="56.8950231092437" Weight="22.3516162214884" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="71.1071428571429" Z="-0.192142857142857" /><TopRightPoint X="71.5" Z="-0.2" /><BottomLeftPoint X="71.1071428571429" Z="-3.4" /><BottomRightPoint X="71.5" Z="-3.4" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="30.4206176470588" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="25.4925431372549" PorePressure="0" HorizontalPorePressure="0" VerticalPorePressure="0" PiezometricPorePressure="30.4206176470588" EffectiveStress="25.4925431372549" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="14.621922046192" SoilStress="55.9131607843137" TotalPorePressure="30.4206176470588" TotalStress="55.9131607843137" Weight="11.1826321568629" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="71.5" Z="-0.2" /><TopRightPoint X="71.7" Z="-0.300000000000001" /><BottomLeftPoint X="71.5" Z="-3.4" /><BottomRightPoint X="71.7" Z="-3.4" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="30.411" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="23.7675374999999" PorePressure="0.797062500000083" HorizontalPorePressure="-0.129522656250015" VerticalPorePressure="-0.259045312500029" PiezometricPorePressure="30.411" EffectiveStress="23.7675374999999" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="13.6324994600898" SoilStress="53.3814749999998" TotalPorePressure="30.411" TotalStress="54.1785374999999" Weight="17.3489793750001" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="71.7" Z="-0.300000000000001" /><TopRightPoint X="72.025" Z="-0.462500000000003" /><BottomLeftPoint X="71.7" Z="-3.4" /><BottomRightPoint X="72.025" Z="-3.4" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="30.411" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="22.1058125" PorePressure="2.39118750000003" HorizontalPorePressure="-0.388567968749991" VerticalPorePressure="-0.777135937499982" PiezometricPorePressure="30.411" EffectiveStress="22.1058125" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="12.6793731563944" SoilStress="50.1256249999999" TotalPorePressure="30.411" TotalStress="52.5168125" Weight="16.2908281249994" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="72.025" Z="-0.462500000000003" /><TopRightPoint X="72.35" Z="-0.624999999999997" /><BottomLeftPoint X="72.025" Z="-3.4" /><BottomRightPoint X="72.35" Z="-3.4" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="30.411" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="20.4440875" PorePressure="3.98531249999997" HorizontalPorePressure="-0.647613281250002" VerticalPorePressure="-1.2952265625" PiezometricPorePressure="30.411" EffectiveStress="20.4440875" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="11.726246852699" SoilStress="46.8697750000001" TotalPorePressure="30.411" TotalStress="50.8550875" Weight="15.2326768750002" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="72.35" Z="-0.624999999999997" /><TopRightPoint X="72.675" Z="-0.787499999999999" /><BottomLeftPoint X="72.35" Z="-3.4" /><BottomRightPoint X="72.675" Z="-3.4" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="30.411" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="18.7823624999999" PorePressure="5.57943750000006" HorizontalPorePressure="-0.906658593750018" VerticalPorePressure="-1.81331718750004" PiezometricPorePressure="30.411" EffectiveStress="18.7823624999999" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="10.7731205490035" SoilStress="43.6139249999999" TotalPorePressure="30.411" TotalStress="49.1933624999999" Weight="14.1745256250001" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="72.675" Z="-0.787499999999999" /><TopRightPoint X="73" Z="-0.95" /><BottomLeftPoint X="72.675" Z="-3.4" /><BottomRightPoint X="73" Z="-3.4" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="30.3796977283757" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="17.3457180341552" PorePressure="6.98962500000003" HorizontalPorePressure="-0.873703125000004" VerticalPorePressure="-1.74740625000001" PiezometricPorePressure="30.3796977283757" EffectiveStress="17.2798602040926" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="9.94909513598083" SoilStress="40.6699329324682" TotalPorePressure="30.3796977283757" TotalStress="47.6595579324683" Weight="10.1674832331171" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="73" Z="-0.95" /><TopRightPoint X="73.25" Z="-1.075" /><BottomLeftPoint X="73" Z="-3.4" /><BottomRightPoint X="73.25" Z="-3.39361829324683" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="30.2542427532193" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="16.0546421407189" PorePressure="8.21587500000003" HorizontalPorePressure="-1.026984375" VerticalPorePressure="-2.05396875000001" PiezometricPorePressure="30.2542427532193" EffectiveStress="15.8712956070647" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="9.20856442596489" SoilStress="37.909663360284" TotalPorePressure="30.2542427532193" TotalStress="46.125538360284" Weight="9.477415840071" ShearStrengthModel="CPhi" Su="NaN"><TopLeftPoint X="73.25" Z="-1.075" /><TopRightPoint X="73.5" Z="-1.2" /><BottomLeftPoint X="73.25" Z="-3.39361829324683" /><BottomRightPoint X="73.5" Z="-3.37442304278158" /></Slice><Slice Cohesion="0" FrictionAngle="35" CriticalPressure="NaN" OCR="NaN" POP="NaN" DegreeofConsolidationPorePressure="0" PorePressureDueToDegreeOfConsolidationLoad="0" Dilatancy="0" ExternalLoad="0" HydrostaticPorePressure="29.9354182274429" LeftForce="0" LeftForceAngle="0" LeftForceY="NaN" RightForce="0" RightForceAngle="0" RightForceY="NaN" LoadStress="0" NormalStress="15.2955305618867" PorePressure="8.74725000000002" HorizontalPorePressure="0.145787499999998" VerticalPorePressure="-2.91574999999996" PiezometricPorePressure="29.9354182274429" EffectiveStress="14.9829127663244" EffectiveStressDaily="0" ExcessPorePressure="0" ShearStress="8.77315591178548" 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