Index: Ringtoets/MacroStabilityInwards/src/Ringtoets.MacroStabilityInwards.KernelWrapper/MacroStabilityInwardsSoilCreator.cs
===================================================================
diff -u -r708bcebfe9e5db209c818a12d630cb418231f863 -r4a09cd9c68d573626eed8a24a67306ad8690e9cb
--- Ringtoets/MacroStabilityInwards/src/Ringtoets.MacroStabilityInwards.KernelWrapper/MacroStabilityInwardsSoilCreator.cs	(.../MacroStabilityInwardsSoilCreator.cs)	(revision 708bcebfe9e5db209c818a12d630cb418231f863)
+++ Ringtoets/MacroStabilityInwards/src/Ringtoets.MacroStabilityInwards.KernelWrapper/MacroStabilityInwardsSoilCreator.cs	(.../MacroStabilityInwardsSoilCreator.cs)	(revision 4a09cd9c68d573626eed8a24a67306ad8690e9cb)
@@ -21,9 +21,7 @@
 
 using System;
 using System.Linq;
-using Core.Common.Base.Data;
 using Deltares.WTIStability.Data.Geo;
-using Ringtoets.Common.Data.Probabilistics;
 using Ringtoets.MacroStabilityInwards.Primitives;
 
 namespace Ringtoets.MacroStabilityInwards.KernelWrapper
@@ -44,11 +42,22 @@
         /// has an type that can't be converted to <see cref="ShearStrengthModel"/>.</exception>
         public static Soil[] Create(MacroStabilityInwardsSoilProfileUnderSurfaceLine profile)
         {
-            return profile.LayersUnderSurfaceLine.Select(l => new Soil(l.Properties.MaterialName)
+            return profile.LayersUnderSurfaceLine.Select(l =>
             {
-                UsePop = l.Properties.UsePop,
-                ShearStrengthModel = ConvertShearStrengthModel(l.Properties.ShearStrengthModel),
-                AbovePhreaticLevel = l.Properties.AbovePhreaticLevelDesignVariable
+                MacroStabilityInwardsSoilLayerPropertiesUnderSurfaceLine properties = l.Properties;
+
+                return new Soil(properties.MaterialName)
+                {
+                    UsePop = properties.UsePop,
+                    ShearStrengthModel = ConvertShearStrengthModel(properties.ShearStrengthModel),
+                    AbovePhreaticLevel = properties.AbovePhreaticLevelDesignVariable,
+                    BelowPhreaticLevel = properties.BelowPhreaticLevelDesignVariable,
+                    Cohesion = properties.CohesionDesignVariable,
+                    FrictionAngle = properties.FrictionAngleDesignVariable,
+                    RatioCuPc = properties.ShearStrengthRatioDesignVariable,
+                    StrengthIncreaseExponent = properties.StrengthIncreaseExponentDesignVariable,
+                    PoP = properties.PopDesignVariable
+                };
             }).ToArray();
         }
 
Index: Ringtoets/MacroStabilityInwards/test/Ringtoets.MacroStabilityInwards.KernelWrapper.Test/MacroStabilityInwardsSoilCreatorTest.cs
===================================================================
diff -u -r739cf596f79acc842ee61e885220a8022f3cdedf -r4a09cd9c68d573626eed8a24a67306ad8690e9cb
--- Ringtoets/MacroStabilityInwards/test/Ringtoets.MacroStabilityInwards.KernelWrapper.Test/MacroStabilityInwardsSoilCreatorTest.cs	(.../MacroStabilityInwardsSoilCreatorTest.cs)	(revision 739cf596f79acc842ee61e885220a8022f3cdedf)
+++ Ringtoets/MacroStabilityInwards/test/Ringtoets.MacroStabilityInwards.KernelWrapper.Test/MacroStabilityInwardsSoilCreatorTest.cs	(.../MacroStabilityInwardsSoilCreatorTest.cs)	(revision 4a09cd9c68d573626eed8a24a67306ad8690e9cb)
@@ -21,9 +21,9 @@
 
 using System;
 using System.Linq;
+using Core.Common.TestUtil;
 using Deltares.WTIStability.Data.Geo;
 using NUnit.Framework;
-using Ringtoets.MacroStabilityInwards.Data;
 using Ringtoets.MacroStabilityInwards.Primitives;
 using Point2D = Core.Common.Base.Geometry.Point2D;
 
@@ -48,8 +48,6 @@
                         UsePop = true,
                         ShearStrengthModel = MacroStabilityInwardsShearStrengthModel.CPhi,
                         MaterialName = "Sand",
-                        AbovePhreaticLevelMean = 0.1,
-                        AbovePhreaticLevelCoefficientOfVariation = 0.7
                     })),
                 new MacroStabilityInwardsSoilLayerUnderSurfaceLine(new[]
                 {
@@ -60,9 +58,7 @@
                     {
                         UsePop = false,
                         ShearStrengthModel = MacroStabilityInwardsShearStrengthModel.None,
-                        MaterialName = "Mud",
-                        AbovePhreaticLevelMean = 0.2,
-                        AbovePhreaticLevelCoefficientOfVariation = 0.6
+                        MaterialName = "Mud"
                     })),
                 new MacroStabilityInwardsSoilLayerUnderSurfaceLine(new[]
                 {
@@ -73,9 +69,7 @@
                     {
                         UsePop = true,
                         ShearStrengthModel = MacroStabilityInwardsShearStrengthModel.CPhiOrSuCalculated,
-                        MaterialName = "Clay",
-                        AbovePhreaticLevelMean = 0.3,
-                        AbovePhreaticLevelCoefficientOfVariation = 0.5
+                        MaterialName = "Clay"
                     })),
                 new MacroStabilityInwardsSoilLayerUnderSurfaceLine(new[]
                 {
@@ -86,9 +80,7 @@
                     {
                         UsePop = true,
                         ShearStrengthModel = MacroStabilityInwardsShearStrengthModel.SuCalculated,
-                        MaterialName = "Grass",
-                        AbovePhreaticLevelMean = 0.4,
-                        AbovePhreaticLevelCoefficientOfVariation = 0.4
+                        MaterialName = "Grass"
                     }))
             });
 
@@ -107,10 +99,13 @@
                 ShearStrengthModel.CPhiOrCuCalculated,
                 ShearStrengthModel.CuCalculated
             }, soils.Select(s => s.ShearStrengthModel));
-            CollectionAssert.AreEqual(profile.LayersUnderSurfaceLine
-                                             .Select(l => MacroStabilityInwardsSemiProbabilisticDesignValueFactory.GetAbovePhreaticLevel(l.Properties)
-                                                                                                                  .GetDesignValue().Value),
-                                      soils.Select(s => s.AbovePhreaticLevel));
+            CollectionAssert.AreEqual(profile.LayersUnderSurfaceLine.Select(l => l.Properties.AbovePhreaticLevelDesignVariable.Value), soils.Select(s => s.AbovePhreaticLevel));
+            CollectionAssert.AreEqual(profile.LayersUnderSurfaceLine.Select(l => l.Properties.BelowPhreaticLevelDesignVariable.Value), soils.Select(s => s.BelowPhreaticLevel));
+            CollectionAssert.AreEqual(profile.LayersUnderSurfaceLine.Select(l => l.Properties.CohesionDesignVariable.Value), soils.Select(s => s.Cohesion));
+            CollectionAssert.AreEqual(profile.LayersUnderSurfaceLine.Select(l => l.Properties.FrictionAngleDesignVariable.Value), soils.Select(s => s.FrictionAngle));
+            CollectionAssert.AreEqual(profile.LayersUnderSurfaceLine.Select(l => l.Properties.ShearStrengthRatioDesignVariable.Value), soils.Select(s => s.RatioCuPc));
+            CollectionAssert.AreEqual(profile.LayersUnderSurfaceLine.Select(l => l.Properties.StrengthIncreaseExponentDesignVariable.Value), soils.Select(s => s.StrengthIncreaseExponent));
+            CollectionAssert.AreEqual(profile.LayersUnderSurfaceLine.Select(l => l.Properties.PopDesignVariable.Value), soils.Select(s => s.PoP));
         }
 
         [Test]
@@ -141,8 +136,14 @@
             public TestMacroStabilityInwardsSoilLayerPropertiesUnderSurfaceLine(ConstructionProperties properties)
                 : base(properties)
             {
-                AbovePhreaticLevelDesignVariable = MacroStabilityInwardsSemiProbabilisticDesignValueFactory.GetAbovePhreaticLevel(this)
-                                                                                                           .GetDesignValue();
+                var random = new Random(21);
+                AbovePhreaticLevelDesignVariable = random.NextRoundedDouble();
+                BelowPhreaticLevelDesignVariable = random.NextRoundedDouble();
+                CohesionDesignVariable = random.NextRoundedDouble();
+                FrictionAngleDesignVariable = random.NextRoundedDouble();
+                ShearStrengthRatioDesignVariable = random.NextRoundedDouble();
+                StrengthIncreaseExponentDesignVariable = random.NextRoundedDouble();
+                PopDesignVariable = random.NextRoundedDouble();
             }
         }
     }