Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/MacroStabilityCommon/MacroStabilityIo/ConversionHelper.cs
===================================================================
diff -u -r5820 -r5881
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/MacroStabilityCommon/MacroStabilityIo/ConversionHelper.cs	(.../ConversionHelper.cs)	(revision 5820)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/MacroStabilityCommon/MacroStabilityIo/ConversionHelper.cs	(.../ConversionHelper.cs)	(revision 5881)
@@ -277,7 +277,6 @@
             BelowPhreaticLevel = soil.BelowPhreaticLevel,
             Cohesion = soil.Cohesion,
             FrictionAngle = soil.FrictionAngle,
-            RRatio = soil.RRatio,
             RatioCuPc = soil.RatioCuPc,
             StrengthIncreaseExponent = soil.StrengthIncreaseExponent,
             UseSoilClassification = false, // Soil type is not given so make sure it is not used.
@@ -346,25 +345,10 @@
             BelowPhreaticLevel = soil.BelowPhreaticLevel,
             Cohesion = soil.Cohesion,
             FrictionAngle = soil.FrictionAngle,
-            RRatio = soil.RRatio,
             RatioCuPc = soil.RatioCuPc,
-            // RheologicalCoefficient = 1.07, // is purely needed for Nails which are NOT yet to be implemented
+            StrengthIncreaseExponent = soil.StrengthIncreaseExponent,
             //Todo #Bka We keep this as "truth" for now. But maybe Dam should become above/below too
-            ShearStrengthModel = ConvertToDamShearStrengthModel(soil.ShearStrengthAbovePhreaticLevelModel),
-            StrengthIncreaseExponent = soil.StrengthIncreaseExponent
-            // Following parameters are not available in MacroStability soil and will not be translated (they are for Piping).
-            //CuBottom = 0.00,
-            //DiameterD70 = 0.00,
-            //CuTop = 0.00,
-            //DiameterD90 = 0.00,
-            //DryUnitWeight = 0.00,
-            //Ocr = 0.00,
-            //PermeabKx = 0.00,
-            //PoP = 0.00,
-            //SlopeRestProfile = 0.00,
-            //SoilType = SoilType.Clay,
-            //UseDefaultShearStrengthModel = false,
-            //WhitesConstant = 0.00,
+            ShearStrengthModel = ConvertToDamShearStrengthModel(soil.ShearStrengthAbovePhreaticLevelModel)
         };
 
         if (soil.SigmaTauTable != null)
Index: DamEngine/trunk/doc/Dam Engine - Technical Design/DAM Engine - Technical Design.tex
===================================================================
diff -u -r5789 -r5881
--- DamEngine/trunk/doc/Dam Engine - Technical Design/DAM Engine - Technical Design.tex	(.../DAM Engine - Technical Design.tex)	(revision 5789)
+++ DamEngine/trunk/doc/Dam Engine - Technical Design/DAM Engine - Technical Design.tex	(.../DAM Engine - Technical Design.tex)	(revision 5881)
@@ -983,15 +983,18 @@
 	\small
 	\begin{tabular}{|p{70mm}|p{\textwidth-70mm-24pt}|} \hline
 		\textbf{Macrostability} Soil  & \textbf{\ProgramName} Soil \\ \hline
+		Name & Name \\ \hline
 		AbovePhreaticLevel & AbovePhreaticLevel \\ \hline
 		BelowPhreaticLevel & BelowPhreaticLevel \\ \hline
-		DilatancyType & DilatancyType \\ \hline
 		Cohesion & Cohesion \\ \hline
 		FrictionAngle & FrictionAngle \\ \hline
 		RatioCuPc & RatioCuPc \\ \hline
 		StrengthIncreaseExponent & StrengthIncreaseExponent  \\ \hline
-		OCR & OCR \\ \hline
 		ShearStrengthModel & ShearStrengthModel \\ \hline
+		SigmaTauTable & SigmaTauCurve \\ \hline
+		SuTable & SuTableCurve \\ \hline
+		Dilatancy & DilatancyType \\ \hline
+		FixedSoilStress.POP & PoP \\ \hline
 	\end{tabular}
 	\caption{\small Mapping of the \MacrostabilityKernel Soils to the \ProgramName Soils.}
 	\label{table-MappingDamEngineSoilsMacrostability}