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));