Index: Ringtoets/Common/src/Ringtoets.Common.IO/SoilProfile/ShearStrengthModelConverter.cs
===================================================================
diff -u -r887a554f8ed7f16c3d4ad14e89a91fe6a087fa76 -r1c8b7687522989319ebbd6107cb58393518231ca
--- Ringtoets/Common/src/Ringtoets.Common.IO/SoilProfile/ShearStrengthModelConverter.cs (.../ShearStrengthModelConverter.cs) (revision 887a554f8ed7f16c3d4ad14e89a91fe6a087fa76)
+++ Ringtoets/Common/src/Ringtoets.Common.IO/SoilProfile/ShearStrengthModelConverter.cs (.../ShearStrengthModelConverter.cs) (revision 1c8b7687522989319ebbd6107cb58393518231ca)
@@ -33,35 +33,35 @@
///
/// Converts a nullable into a .
///
- /// The value to convert.
+ /// The value to convert.
/// The .
- /// Thrown when
+ /// Thrown when
/// could not be converted.
- public static ShearStrengthModel Convert(double? shearStrengthValue)
+ public static ShearStrengthModel Convert(double? shearStrengthModelValue)
{
- if (shearStrengthValue == null)
+ if (shearStrengthModelValue == null)
{
return ShearStrengthModel.None;
}
- if (shearStrengthValue.Value.Equals(0.0))
+ if (shearStrengthModelValue.Equals(0.0))
{
return ShearStrengthModel.None;
}
- if (shearStrengthValue.Value.Equals(1.0))
+ if (shearStrengthModelValue.Equals(1.0))
{
return ShearStrengthModel.SuCalculated;
}
- if (shearStrengthValue.Value.Equals(2.0))
+ if (shearStrengthModelValue.Equals(2.0))
{
return ShearStrengthModel.CPhi;
}
- if (shearStrengthValue.Value.Equals(3.0))
+ if (shearStrengthModelValue.Equals(3.0))
{
return ShearStrengthModel.CPhiOrSuCalculated;
}
- string message = $"Cannot convert a value of {shearStrengthValue.Value.ToString(CultureInfo.CurrentCulture)} to {typeof(ShearStrengthModel)}.";
+ string message = $"Cannot convert a value of {shearStrengthModelValue.Value.ToString(CultureInfo.CurrentCulture)} to {typeof(ShearStrengthModel)}.";
throw new ArgumentException(message);
}
}