public void Constructor_WithSoilLayerData_ExpectedValues()
{
// Setup
var soilLayerData = new MacroStabilityInwardsSoilLayerData
{
MaterialName = "Sand",
Color = Color.Black,
IsAquifer = true,
AbovePhreaticLevel = new VariationCoefficientLogNormalDistribution
{
CoefficientOfVariation = (RoundedDouble)1.0,
Mean = (RoundedDouble)1.0,
Shift = (RoundedDouble)0.5
},
BelowPhreaticLevel = new VariationCoefficientLogNormalDistribution
{
CoefficientOfVariation = (RoundedDouble)2.0,
Mean = (RoundedDouble)2.0,
Shift = (RoundedDouble)1.0
},
ShearStrengthModel = MacroStabilityInwardsShearStrengthModel.CPhi,
ShearStrengthRatio = new VariationCoefficientLogNormalDistribution
{
CoefficientOfVariation = (RoundedDouble)3.0,
Mean = (RoundedDouble)3.0
},
Cohesion = new VariationCoefficientLogNormalDistribution
{
CoefficientOfVariation = (RoundedDouble)4.0,
Mean = (RoundedDouble)4.0
},
FrictionAngle = new VariationCoefficientLogNormalDistribution
{
CoefficientOfVariation = (RoundedDouble)5.0,
Mean = (RoundedDouble)5.0
},
StrengthIncreaseExponent = new VariationCoefficientLogNormalDistribution
{
CoefficientOfVariation = (RoundedDouble)6.0,
Mean = (RoundedDouble)6.0
},
UsePop = true,
Pop = new VariationCoefficientLogNormalDistribution
{
CoefficientOfVariation = (RoundedDouble)7.0,
Mean = (RoundedDouble)7.0
}
};
// Call
var formattedSoilLayerDataRow = new MacroStabilityInwardsFormattedSoilLayerDataRow(soilLayerData);
// Assert
TestHelper.AssertTypeConverter <MacroStabilityInwardsFormattedSoilLayerDataRow, EnumTypeConverter>(
nameof(MacroStabilityInwardsFormattedSoilLayerDataRow.ShearStrengthModel));
Assert.AreEqual(soilLayerData.MaterialName, formattedSoilLayerDataRow.MaterialName);
Assert.AreEqual(soilLayerData.Color, formattedSoilLayerDataRow.Color);
Assert.AreEqual(soilLayerData.IsAquifer, formattedSoilLayerDataRow.IsAquifer);
Assert.AreEqual("1,00 (Verwachtingswaarde = 1,00, Variatiecoëfficiënt = 1,00, Verschuiving = 0,50)", formattedSoilLayerDataRow.AbovePhreaticLevel);
Assert.AreEqual("2,00 (Verwachtingswaarde = 2,00, Variatiecoëfficiënt = 2,00, Verschuiving = 1,00)", formattedSoilLayerDataRow.BelowPhreaticLevel);
Assert.AreEqual(soilLayerData.ShearStrengthModel, formattedSoilLayerDataRow.ShearStrengthModel);
Assert.AreEqual("0,08 (Verwachtingswaarde = 3,00, Variatiecoëfficiënt = 3,00)", formattedSoilLayerDataRow.ShearStrengthRatio);
Assert.AreEqual("0,06 (Verwachtingswaarde = 4,00, Variatiecoëfficiënt = 4,00)", formattedSoilLayerDataRow.Cohesion);
Assert.AreEqual("0,05 (Verwachtingswaarde = 5,00, Variatiecoëfficiënt = 5,00)", formattedSoilLayerDataRow.FrictionAngle);
Assert.AreEqual("0,04 (Verwachtingswaarde = 6,00, Variatiecoëfficiënt = 6,00)", formattedSoilLayerDataRow.StrengthIncreaseExponent);
Assert.AreEqual(soilLayerData.UsePop, formattedSoilLayerDataRow.UsePop);
Assert.AreEqual("0,04 (Verwachtingswaarde = 7,00, Variatiecoëfficiënt = 7,00)", formattedSoilLayerDataRow.Pop);
}
public void Constructor_WithSoilLayerDataEmptyAndNaN_ExpectedValues()
{
// Setup
var soilLayerData = new MacroStabilityInwardsSoilLayerData
{
MaterialName = string.Empty,
Color = Color.Empty,
IsAquifer = true,
AbovePhreaticLevel = new VariationCoefficientLogNormalDistribution
{
CoefficientOfVariation = (RoundedDouble)double.NaN,
Mean = (RoundedDouble)double.NaN
},
BelowPhreaticLevel = new VariationCoefficientLogNormalDistribution
{
CoefficientOfVariation = (RoundedDouble)double.NaN,
Mean = (RoundedDouble)double.NaN
},
ShearStrengthModel = MacroStabilityInwardsShearStrengthModel.CPhi,
ShearStrengthRatio = new VariationCoefficientLogNormalDistribution
{
CoefficientOfVariation = (RoundedDouble)double.NaN,
Mean = (RoundedDouble)double.NaN
},
Cohesion = new VariationCoefficientLogNormalDistribution
{
CoefficientOfVariation = (RoundedDouble)double.NaN,
Mean = (RoundedDouble)double.NaN
},
FrictionAngle = new VariationCoefficientLogNormalDistribution
{
CoefficientOfVariation = (RoundedDouble)double.NaN,
Mean = (RoundedDouble)double.NaN
},
StrengthIncreaseExponent = new VariationCoefficientLogNormalDistribution
{
CoefficientOfVariation = (RoundedDouble)double.NaN,
Mean = (RoundedDouble)double.NaN
},
UsePop = true,
Pop = new VariationCoefficientLogNormalDistribution
{
CoefficientOfVariation = (RoundedDouble)double.NaN,
Mean = (RoundedDouble)double.NaN
}
};
// Call
var formattedSoilLayerDataRow = new MacroStabilityInwardsFormattedSoilLayerDataRow(soilLayerData);
// Assert
TestHelper.AssertTypeConverter <MacroStabilityInwardsFormattedSoilLayerDataRow, EnumTypeConverter>(
nameof(MacroStabilityInwardsFormattedSoilLayerDataRow.ShearStrengthModel));
Assert.AreEqual("Onbekend", formattedSoilLayerDataRow.MaterialName);
Assert.AreEqual(Color.White, formattedSoilLayerDataRow.Color);
Assert.AreEqual(soilLayerData.IsAquifer, formattedSoilLayerDataRow.IsAquifer);
Assert.AreEqual("NaN", formattedSoilLayerDataRow.AbovePhreaticLevel);
Assert.AreEqual("NaN", formattedSoilLayerDataRow.BelowPhreaticLevel);
Assert.AreEqual(soilLayerData.ShearStrengthModel, formattedSoilLayerDataRow.ShearStrengthModel);
Assert.AreEqual("NaN", formattedSoilLayerDataRow.ShearStrengthRatio);
Assert.AreEqual("NaN", formattedSoilLayerDataRow.Cohesion);
Assert.AreEqual("NaN", formattedSoilLayerDataRow.FrictionAngle);
Assert.AreEqual("NaN", formattedSoilLayerDataRow.StrengthIncreaseExponent);
Assert.AreEqual(soilLayerData.UsePop, formattedSoilLayerDataRow.UsePop);
Assert.AreEqual("NaN", formattedSoilLayerDataRow.Pop);
}
