Index: DamClients/DamUI/trunk/src/DamClientsLibrary/Deltares.Dam.Data/DamEngineIo/ConversionHelper.cs
===================================================================
diff -u -r4143 -r4152
--- DamClients/DamUI/trunk/src/DamClientsLibrary/Deltares.Dam.Data/DamEngineIo/ConversionHelper.cs	(.../ConversionHelper.cs)	(revision 4143)
+++ DamClients/DamUI/trunk/src/DamClientsLibrary/Deltares.Dam.Data/DamEngineIo/ConversionHelper.cs	(.../ConversionHelper.cs)	(revision 4152)
@@ -1338,6 +1338,46 @@
         };
         return translationTable[soilShearStrengthModel];
     }
+    
+    /// <summary>
+    ///     Converts the shear strength model.
+    /// </summary>
+    /// <param name="shearStrengthModel">Type of the soil.</param>
+    /// <returns></returns>
+    public static ShearStrengthModel ConvertToShearStrengthModel(string shearStrengthModel)
+    {
+        var translationTable = new Dictionary<string, ShearStrengthModel>
+        {
+            {
+                "None", ShearStrengthModel.None
+            },
+            {
+                "C phi", ShearStrengthModel.CPhi
+            },
+            {
+                "Stress table", ShearStrengthModel.StressTable
+            },
+            {
+                "Pseudo values", ShearStrengthModel.PseudoValues
+            },
+            {
+                "Su measured", ShearStrengthModel.CuMeasured
+            },
+            {
+                "Su calculated", ShearStrengthModel.CuCalculated
+            },
+            {
+                "Su gradient", ShearStrengthModel.CuGradient
+            },
+            {
+                "Su calculated with yield", ShearStrengthModel.CuCalculatedYield
+            },
+            {
+                "C phi or Su calculated", ShearStrengthModel.CPhiOrCuCalculated
+            }
+        };
+        return translationTable[shearStrengthModel];
+    }    
 
     /// <summary>
     ///     Converts the dilatancy type to soil dilatancy dilatancy.
@@ -1858,44 +1898,4 @@
         };
         return translationTable[soilType];
     }
-
-    /// <summary>
-    ///     Converts the shear strength model.
-    /// </summary>
-    /// <param name="shearStrengthModel">Type of the soil.</param>
-    /// <returns></returns>
-    public static ShearStrengthModel ConvertToShearStrengthModel(string shearStrengthModel)
-    {
-        var translationTable = new Dictionary<string, ShearStrengthModel>
-        {
-            {
-                "None", ShearStrengthModel.None
-            },
-            {
-                "C phi", ShearStrengthModel.CPhi
-            },
-            {
-                "Stress table", ShearStrengthModel.StressTable
-            },
-            {
-                "Pseudo values", ShearStrengthModel.PseudoValues
-            },
-            {
-                "Su measured", ShearStrengthModel.CuMeasured
-            },
-            {
-                "Su calculated", ShearStrengthModel.CuCalculated
-            },
-            {
-                "Su gradient", ShearStrengthModel.CuGradient
-            },
-            {
-                "Su calculated with yield", ShearStrengthModel.CuCalculatedYield
-            },
-            {
-                "C phi or Su calculated", ShearStrengthModel.CPhiOrCuCalculated
-            }
-        };
-        return translationTable[shearStrengthModel];
-    }
 }
\ No newline at end of file