Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/MacroStabilityInwardsTests.cs
===================================================================
diff -u -r5506 -r5509
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/MacroStabilityInwardsTests.cs	(.../MacroStabilityInwardsTests.cs)	(revision 5506)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/MacroStabilityInwardsTests.cs	(.../MacroStabilityInwardsTests.cs)	(revision 5509)
@@ -860,7 +860,7 @@
     /// This test uses the location DWP 1 of the Design Tutorial Stability.
     /// Different values for the degree of consolidation (DoC) of the layers due to the traffic load are tested.
     /// Expected is that a larger DoC leads to a larger safety factor because the soil effective stresses
-    /// below the traffic load (at the active side) are reduced.
+    /// below the traffic load (at the active side) are larger and therefore also the driving moment.
     /// Note that the test case where the DoC is unchanged (i.e. 100% for sand layers and 0% for cohesive layers)
     /// and the test case where DoC=0% return the same safety factor because the Bishop slip circle cuts only the cohesive layers.
     /// </summary>