Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/MacroStabilityCommon/MacroStabilityIo/FillMacroStabilityWrapperOutputFromEngine.cs
===================================================================
diff -u -r4540 -r4729
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/MacroStabilityCommon/MacroStabilityIo/FillMacroStabilityWrapperOutputFromEngine.cs	(.../FillMacroStabilityWrapperOutputFromEngine.cs)	(revision 4540)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/MacroStabilityCommon/MacroStabilityIo/FillMacroStabilityWrapperOutputFromEngine.cs	(.../FillMacroStabilityWrapperOutputFromEngine.cs)	(revision 4729)
@@ -110,17 +110,15 @@
             slice.TopAngle = resultSlice.TopAngle;
             slice.BottomAngle = resultSlice.BottomAngle;
             slice.CohesionInput = resultSlice.CohesionInput;
-            slice.Cohesion = resultSlice.Cohesion;
-            slice.CohesionCalculated = resultSlice.CohesionCalculated;
+            slice.CohesionOutput = resultSlice.CohesionOutput;
             slice.FrictionAngleInput = resultSlice.FrictionAngleInput;
-            slice.FrictionAngle = resultSlice.FrictionAngle;
+            slice.FrictionAngleOutput = resultSlice.FrictionAngleOutput;
             slice.YieldStress = resultSlice.YieldStress;
             slice.OCR = resultSlice.OCR;
             slice.POP = resultSlice.POP;
             slice.DegreeOfConsolidationPorePressure = resultSlice.DegreeOfConsolidationPorePressure;
             slice.PorePressureDueToDegreeOfConsolidationLoad = resultSlice.PorePressureDueToDegreeOfConsolidationLoad;
             slice.DilatancyInput = resultSlice.DilatancyInput;
-            slice.Dilatancy = resultSlice.Dilatancy;
             slice.ExternalLoad = resultSlice.ExternalLoad;
             slice.HydrostaticPorePressure = resultSlice.HydrostaticPorePressure;
             slice.LeftForce = resultSlice.LeftForce;
@@ -137,12 +135,14 @@
             slice.PiezometricPorePressure = resultSlice.PiezometricPorePressure;
             slice.EffectiveStress = resultSlice.EffectiveStress;
             slice.ExcessPorePressure = resultSlice.ExcessPorePressure;
-            slice.ShearStress = resultSlice.ShearStress;
+            slice.ShearStressInput = resultSlice.ShearStressInput;
+            slice.ShearStressOutput = resultSlice.ShearStressOutput;
             slice.SoilStress = resultSlice.SoilStress;
             slice.TotalPorePressure = resultSlice.TotalPorePressure;
             slice.TotalStress = resultSlice.TotalStress;
             slice.Weight = resultSlice.Weight;
-            slice.Su = resultSlice.Su;
+            slice.SuInput = resultSlice.SuInput;
+            slice.SuOutput = resultSlice.SuOutput;
             slice.ShearStrengthModelType =
                 ConversionHelper.ConvertToMacroStabilityShearStrengthModel(resultSlice.ShearStrengthModel);
             slice.HorizontalSoilQuakeStress = resultSlice.HorizontalSoilQuakeStress;
Index: DamEngine/trunk/src/Deltares.DamEngine.Data/General/Results/StabilityResultSlice.cs
===================================================================
diff -u -r4540 -r4729
--- DamEngine/trunk/src/Deltares.DamEngine.Data/General/Results/StabilityResultSlice.cs	(.../StabilityResultSlice.cs)	(revision 4540)
+++ DamEngine/trunk/src/Deltares.DamEngine.Data/General/Results/StabilityResultSlice.cs	(.../StabilityResultSlice.cs)	(revision 4729)
@@ -75,29 +75,24 @@
     public double BottomAngle;
 
     /// <summary>
-    /// The cohesion input
+    /// The input cohesion
     /// </summary>
     public double CohesionInput;
 
     /// <summary>
-    /// The cohesion
+    /// The output cohesion
     /// </summary>
-    public double Cohesion;
+    public double CohesionOutput;
 
     /// <summary>
-    /// The cohesion calculated
+    /// The input friction angle
     /// </summary>
-    public double CohesionCalculated;
-
-    /// <summary>
-    /// The friction angle input
-    /// </summary>
     public double FrictionAngleInput;
 
     /// <summary>
-    /// The friction angle
+    /// The output friction angle
     /// </summary>
-    public double FrictionAngle;
+    public double FrictionAngleOutput;
 
     /// <summary>
     /// The yield stress
@@ -125,16 +120,11 @@
     public double PorePressureDueToDegreeOfConsolidationLoad;
 
     /// <summary>
-    /// The dilatancy input
+    /// The input dilatancy
     /// </summary>
     public double DilatancyInput;
 
     /// <summary>
-    /// The dilatancy
-    /// </summary>
-    public double Dilatancy;
-
-    /// <summary>
     /// The external load
     /// </summary>
     public double ExternalLoad;
@@ -215,9 +205,14 @@
     public double ExcessPorePressure;
 
     /// <summary>
-    /// The shear stress
+    /// The input shear stress
     /// </summary>
-    public double ShearStress;
+    public double ShearStressInput;
+    
+    /// <summary>
+    /// The output shear stress
+    /// </summary>
+    public double ShearStressOutput;
 
     /// <summary>
     /// The soil stress
@@ -240,9 +235,14 @@
     public double Weight;
 
     /// <summary>
-    /// The su
+    /// The input su
     /// </summary>
-    public double Su;
+    public double SuInput;
+    
+    /// <summary>
+    /// The output su
+    /// </summary>
+    public double SuOutput;
 
     /// <summary>
     /// The shear strength model
Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators/Deltares.DamEngine.Calculators.csproj
===================================================================
diff -u -r4688 -r4729
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators/Deltares.DamEngine.Calculators.csproj	(.../Deltares.DamEngine.Calculators.csproj)	(revision 4688)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators/Deltares.DamEngine.Calculators.csproj	(.../Deltares.DamEngine.Calculators.csproj)	(revision 4729)
@@ -32,7 +32,7 @@
             <Version>24.1.0.63</Version>
         </PackageReference>
         <PackageReference Include="Deltares.StixFileWriter">
-            <Version>24.1.0.65</Version>
+            <Version>24.1.0.66</Version>
         </PackageReference>
     </ItemGroup>
 </Project>
Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/MacroStabilityInwards/MacroStabilityInwardsKernelWrapperTests.cs
===================================================================
diff -u -r4628 -r4729
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/MacroStabilityInwards/MacroStabilityInwardsKernelWrapperTests.cs	(.../MacroStabilityInwardsKernelWrapperTests.cs)	(revision 4628)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/MacroStabilityInwards/MacroStabilityInwardsKernelWrapperTests.cs	(.../MacroStabilityInwardsKernelWrapperTests.cs)	(revision 4729)
@@ -197,17 +197,15 @@
             TopAngle = 0,
             BottomAngle = 12.2,
             CohesionInput = 14,
-            Cohesion = 14.5,
-            CohesionCalculated = 15.5,
+            CohesionOutput = 15.5,
             FrictionAngleInput = 30,
-            FrictionAngle = 30.5,
+            FrictionAngleOutput = 30.5,
             YieldStress = 22,
             OCR = 23,
             POP = 24,
             DegreeOfConsolidationPorePressure = 25,
             PorePressureDueToDegreeOfConsolidationLoad = 26,
             DilatancyInput = 27,
-            Dilatancy = 28,
             ExternalLoad = 29,
             HydrostaticPorePressure = 30,
             LeftForce = 31,
@@ -224,12 +222,14 @@
             PiezometricPorePressure = 42,
             EffectiveStress = 43,
             ExcessPorePressure = 44,
-            ShearStress = 45,
+            ShearStressInput = 45,
+            ShearStressOutput = 45.5,
             SoilStress = 46,
             TotalPorePressure = 47,
             TotalStress = 48,
             Weight = 49,
-            Su = 50,
+            SuInput = 50,
+            SuOutput = 50.5,
             ShearStrengthModel = ShearStrengthModel.CPhi,
             HorizontalSoilQuakeStress = 51,
             StrengthIncreaseExponent = 52,
@@ -363,17 +363,15 @@
             Assert.That(result.StabilityDesignResults.ResultSlices[0].TopAngle, Is.EqualTo(0));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].BottomAngle, Is.EqualTo(12.2));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].CohesionInput, Is.EqualTo(14));
-            Assert.That(result.StabilityDesignResults.ResultSlices[0].Cohesion, Is.EqualTo(14.5));
-            Assert.That(result.StabilityDesignResults.ResultSlices[0].CohesionCalculated, Is.EqualTo(15.5));
+            Assert.That(result.StabilityDesignResults.ResultSlices[0].CohesionOutput, Is.EqualTo(15.5));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].FrictionAngleInput, Is.EqualTo(30));
-            Assert.That(result.StabilityDesignResults.ResultSlices[0].FrictionAngle, Is.EqualTo(30.5));
+            Assert.That(result.StabilityDesignResults.ResultSlices[0].FrictionAngleOutput, Is.EqualTo(30.5));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].YieldStress, Is.EqualTo(22));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].OCR, Is.EqualTo(23));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].POP, Is.EqualTo(24));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].DegreeOfConsolidationPorePressure, Is.EqualTo(25));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].PorePressureDueToDegreeOfConsolidationLoad, Is.EqualTo(26));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].DilatancyInput, Is.EqualTo(27));
-            Assert.That(result.StabilityDesignResults.ResultSlices[0].Dilatancy, Is.EqualTo(28));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].ExternalLoad, Is.EqualTo(29));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].HydrostaticPorePressure, Is.EqualTo(30));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].LeftForce, Is.EqualTo(31));
@@ -390,12 +388,14 @@
             Assert.That(result.StabilityDesignResults.ResultSlices[0].PiezometricPorePressure, Is.EqualTo(42));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].EffectiveStress, Is.EqualTo(43));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].ExcessPorePressure, Is.EqualTo(44));
-            Assert.That(result.StabilityDesignResults.ResultSlices[0].ShearStress, Is.EqualTo(45));
+            Assert.That(result.StabilityDesignResults.ResultSlices[0].ShearStressInput, Is.EqualTo(45));
+            Assert.That(result.StabilityDesignResults.ResultSlices[0].ShearStressOutput, Is.EqualTo(45.5));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].SoilStress, Is.EqualTo(46));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].TotalPorePressure, Is.EqualTo(47));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].TotalStress, Is.EqualTo(48));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].Weight, Is.EqualTo(49));
-            Assert.That(result.StabilityDesignResults.ResultSlices[0].Su, Is.EqualTo(50));
+            Assert.That(result.StabilityDesignResults.ResultSlices[0].SuInput, Is.EqualTo(50));
+            Assert.That(result.StabilityDesignResults.ResultSlices[0].SuOutput, Is.EqualTo(50.5));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].HorizontalSoilQuakeStress, Is.EqualTo(51));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].StrengthIncreaseExponent, Is.EqualTo(52));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].UpliftFactor, Is.EqualTo(53));
@@ -530,7 +530,7 @@
             Assert.That(result.StabilityDesignResults.ResultSlices.Count, Is.EqualTo(40));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].ShearStrengthModel, Is.EqualTo(ShearStrengthModel.CPhi));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].EffectiveStress, Is.EqualTo(15.8180658).Within(diff));
-            Assert.That(result.StabilityDesignResults.ResultSlices[0].FrictionAngle, Is.EqualTo(31).Within(diff));
+            Assert.That(result.StabilityDesignResults.ResultSlices[0].FrictionAngleInput, Is.EqualTo(31).Within(diff));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].OCR, Is.EqualTo(double.NaN).Within(diff));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].NormalStress, Is.EqualTo(8.8710528).Within(diff));
             Assert.That(result.StabilityDesignResults.ResultSlices[0].TopLeftPoint.X, Is.EqualTo(29.9769477).Within(diff));
@@ -540,7 +540,7 @@
             var index = 21;
             Assert.That(result.StabilityDesignResults.ResultSlices[index].ShearStrengthModel, Is.EqualTo(ShearStrengthModel.CPhi));
             Assert.That(result.StabilityDesignResults.ResultSlices[index].EffectiveStress, Is.EqualTo(116.6794325).Within(diff));
-            Assert.That(result.StabilityDesignResults.ResultSlices[index].FrictionAngle, Is.EqualTo(10).Within(diff));
+            Assert.That(result.StabilityDesignResults.ResultSlices[index].FrictionAngleInput, Is.EqualTo(10).Within(diff));
             Assert.That(result.StabilityDesignResults.ResultSlices[index].OCR, Is.EqualTo(double.NaN).Within(diff));
             Assert.That(result.StabilityDesignResults.ResultSlices[index].NormalStress, Is.EqualTo(114.2973685).Within(diff));
             Assert.That(result.StabilityDesignResults.ResultSlices[index].TopLeftPoint.X, Is.EqualTo(46.8636363).Within(diff));
@@ -551,7 +551,7 @@
             index = result.StabilityDesignResults.ResultSlices.Count - 1;
             Assert.That(result.StabilityDesignResults.ResultSlices[index].ShearStrengthModel, Is.EqualTo(ShearStrengthModel.CPhi));
             Assert.That(result.StabilityDesignResults.ResultSlices[index].EffectiveStress, Is.EqualTo(5.5185653).Within(diff));
-            Assert.That(result.StabilityDesignResults.ResultSlices[index].FrictionAngle, Is.EqualTo(31).Within(diff));
+            Assert.That(result.StabilityDesignResults.ResultSlices[index].FrictionAngleInput, Is.EqualTo(31).Within(diff));
             Assert.That(result.StabilityDesignResults.ResultSlices[index].OCR, Is.EqualTo(double.NaN).Within(diff));
             Assert.That(result.StabilityDesignResults.ResultSlices[index].NormalStress, Is.EqualTo(7.2892231).Within(diff));
             Assert.That(result.StabilityDesignResults.ResultSlices[index].TopLeftPoint.X, Is.EqualTo(61.5363037).Within(diff));
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/Deltares.DamEngine.IntegrationTests.csproj
===================================================================
diff -u -r4688 -r4729
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/Deltares.DamEngine.IntegrationTests.csproj	(.../Deltares.DamEngine.IntegrationTests.csproj)	(revision 4688)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/Deltares.DamEngine.IntegrationTests.csproj	(.../Deltares.DamEngine.IntegrationTests.csproj)	(revision 4729)
@@ -345,7 +345,7 @@
             <Version>3.9.0</Version>
         </PackageReference>
         <PackageReference Include="Deltares.StixFileWriter">
-            <Version>24.1.0.65</Version>
+            <Version>24.1.0.66</Version>
         </PackageReference>
     </ItemGroup>
 </Project>
Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/Deltares.DamEngine.Calculators.Tests.csproj
===================================================================
diff -u -r4688 -r4729
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/Deltares.DamEngine.Calculators.Tests.csproj	(.../Deltares.DamEngine.Calculators.Tests.csproj)	(revision 4688)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/Deltares.DamEngine.Calculators.Tests.csproj	(.../Deltares.DamEngine.Calculators.Tests.csproj)	(revision 4729)
@@ -81,7 +81,7 @@
             <Version>3.9.0</Version>
         </PackageReference>
         <PackageReference Include="Deltares.StixFileWriter">
-            <Version>24.1.0.65</Version>
+            <Version>24.1.0.66</Version>
         </PackageReference>
     </ItemGroup>
 </Project>
Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/MacroStabilityCommon/MacroStabilityIo/FillEngineFromMacroStabilityWrapperOutput.cs
===================================================================
diff -u -r4540 -r4729
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/MacroStabilityCommon/MacroStabilityIo/FillEngineFromMacroStabilityWrapperOutput.cs	(.../FillEngineFromMacroStabilityWrapperOutput.cs)	(revision 4540)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/MacroStabilityCommon/MacroStabilityIo/FillEngineFromMacroStabilityWrapperOutput.cs	(.../FillEngineFromMacroStabilityWrapperOutput.cs)	(revision 4729)
@@ -162,17 +162,15 @@
                 resultSlice.TopAngle = slice.TopAngle;
                 resultSlice.BottomAngle = slice.BottomAngle;
                 resultSlice.CohesionInput = slice.CohesionInput;
-                resultSlice.Cohesion = slice.Cohesion;
-                resultSlice.CohesionCalculated = slice.CohesionCalculated;
+                resultSlice.CohesionOutput = slice.CohesionOutput;
                 resultSlice.FrictionAngleInput = slice.FrictionAngleInput;
-                resultSlice.FrictionAngle = slice.FrictionAngle;
+                resultSlice.FrictionAngleOutput = slice.FrictionAngleOutput;
                 resultSlice.YieldStress = slice.YieldStress;
                 resultSlice.OCR = slice.OCR;
                 resultSlice.POP = slice.POP;
                 resultSlice.DegreeOfConsolidationPorePressure = slice.DegreeOfConsolidationPorePressure;
                 resultSlice.PorePressureDueToDegreeOfConsolidationLoad = slice.PorePressureDueToDegreeOfConsolidationLoad;
                 resultSlice.DilatancyInput = slice.DilatancyInput;
-                resultSlice.Dilatancy = slice.Dilatancy;
                 resultSlice.ExternalLoad = slice.ExternalLoad;
                 resultSlice.HydrostaticPorePressure = slice.HydrostaticPorePressure;
                 resultSlice.LeftForce = slice.LeftForce;
@@ -189,12 +187,14 @@
                 resultSlice.PiezometricPorePressure = slice.PiezometricPorePressure;
                 resultSlice.EffectiveStress = slice.EffectiveStress;
                 resultSlice.ExcessPorePressure = slice.ExcessPorePressure;
-                resultSlice.ShearStress = slice.ShearStress;
+                resultSlice.ShearStressInput = slice.ShearStressInput;
+                resultSlice.ShearStressOutput = slice.ShearStressOutput;
                 resultSlice.SoilStress = slice.SoilStress;
                 resultSlice.TotalPorePressure = slice.TotalPorePressure;
                 resultSlice.TotalStress = slice.TotalStress;
                 resultSlice.Weight = slice.Weight;
-                resultSlice.Su = slice.Su;
+                resultSlice.SuInput = slice.SuInput;
+                resultSlice.SuOutput = slice.SuOutput;
                 resultSlice.ShearStrengthModel = ConversionHelper.ConvertToDamShearStrengthModel(slice.ShearStrengthModelType);
                 resultSlice.HorizontalSoilQuakeStress = slice.HorizontalSoilQuakeStress;
                 resultSlice.StrengthIncreaseExponent = slice.StrengthIncreaseExponent;