private static void AssertPopStatePoints(IEnumerable <MacroStabilityInwardsSoilLayer2D> layers, IEnumerable <PersistableStatePoint> popStatePoints)
{
IEnumerable <MacroStabilityInwardsSoilLayer2D> layersWithPop = layers.Where(l => l.Data.UsePop &&
l.Data.Pop.Mean != RoundedDouble.NaN &&
l.Data.Pop.CoefficientOfVariation != RoundedDouble.NaN);
Assert.AreEqual(layersWithPop.Count(), popStatePoints.Count());
for (var j = 0; j < layersWithPop.Count(); j++)
{
MacroStabilityInwardsSoilLayer2D layerWithPop = layersWithPop.ElementAt(j);
PersistableStatePoint statePoint = popStatePoints.ElementAt(j);
Assert.IsNotNull(statePoint.Id);
Assert.AreEqual($"POP - {layerWithPop.Data.MaterialName}", statePoint.Label);
Assert.IsNotNull(statePoint.LayerId);
Assert.IsTrue(statePoint.IsProbabilistic);
Point2D interiorPoint = AdvancedMath2D.GetPolygonInteriorPoint(layerWithPop.OuterRing.Points, layerWithPop.NestedLayers.Select(nl => nl.OuterRing.Points));
Assert.AreEqual(interiorPoint.X, statePoint.Point.X);
Assert.AreEqual(interiorPoint.Y, statePoint.Point.Z);
Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetPop(layerWithPop.Data).GetDesignValue(), statePoint.Stress.Pop);
AssertStochasticParameter(layerWithPop.Data.Pop, statePoint.Stress.PopStochasticParameter);
}
}
/// <summary>
/// Converts <see cref="MacroStabilityInwardsSoilLayer2D"/> objects into <see cref="SoilLayer"/> objects.
/// </summary>
/// <param name="layers">The layers to convert.</param>
/// <returns>The converted <see cref="SoilLayer"/>.</returns>
/// <exception cref="InvalidEnumArgumentException">Thrown when
/// <see cref="MacroStabilityInwardsSoilLayerData.ShearStrengthModel"/>
/// is an invalid value.</exception>
/// <exception cref="NotSupportedException">Thrown when
/// <see cref="MacroStabilityInwardsSoilLayerData.ShearStrengthModel"/>
/// is a valid value, but unsupported.</exception>
private static IEnumerable <SoilLayer> ConvertLayers(IEnumerable <MacroStabilityInwardsSoilLayer2D> layers)
{
return(layers.Select(l =>
{
MacroStabilityInwardsSoilLayerData data = l.Data;
return new SoilLayer(RingToPoints(l.OuterRing),
new SoilLayer.ConstructionProperties
{
MaterialName = SoilLayerDataHelper.GetValidName(data.MaterialName),
UsePop = data.UsePop,
IsAquifer = data.IsAquifer,
ShearStrengthModel = ConvertShearStrengthModel(data.ShearStrengthModel),
AbovePhreaticLevel = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetAbovePhreaticLevel(data).GetDesignValue(),
BelowPhreaticLevel = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetBelowPhreaticLevel(data).GetDesignValue(),
Cohesion = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetCohesion(data).GetDesignValue(),
FrictionAngle = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetFrictionAngle(data).GetDesignValue(),
ShearStrengthRatio = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetShearStrengthRatio(data).GetDesignValue(),
StrengthIncreaseExponent = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetStrengthIncreaseExponent(data).GetDesignValue(),
Pop = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetPop(data).GetDesignValue(),
Dilatancy = 0.0,
WaterPressureInterpolationModel = WaterPressureInterpolationModel.Automatic
},
ConvertLayers(l.NestedLayers));
}).ToArray());
}
/// <summary>
/// Asserts whether <paramref name="actual"/> corresponds to <paramref name="original"/>.
/// </summary>
/// <param name="original">The original <see cref="MacroStabilityInwardsSoilLayer2D"/> array.</param>
/// <param name="actual">The actual <see cref="SoilLayer"/> array.</param>
/// <exception cref="AssertionException">Thrown when <paramref name="original"/>
/// does not correspond to <paramref name="original"/>.</exception>
/// <exception cref="InvalidEnumArgumentException">Thrown when <paramref name="original"/>
/// contains an item with an invalid value of the enum <see cref="MacroStabilityInwardsShearStrengthModel"/>.</exception>
/// <exception cref="NotSupportedException">Thrown when <paramref name="original"/>
/// contains an item with an unsupported value of <see cref="MacroStabilityInwardsShearStrengthModel"/>.</exception>
private static void AssertLayers(MacroStabilityInwardsSoilLayer2D[] original, SoilLayer[] actual)
{
Assert.AreEqual(original.Length, actual.Length);
for (var i = 0; i < original.Length; i++)
{
CollectionAssert.AreEqual(original[i].OuterRing.Points, actual[i].OuterRing);
AssertLayers(original[i].NestedLayers.ToArray(), actual[i].NestedLayers.ToArray());
MacroStabilityInwardsSoilLayerData expectedData = original[i].Data;
Assert.AreEqual(expectedData.MaterialName, actual[i].MaterialName);
Assert.AreEqual(expectedData.UsePop, actual[i].UsePop);
Assert.AreEqual(expectedData.IsAquifer, actual[i].IsAquifer);
Assert.AreEqual(0.0, actual[i].Dilatancy);
Assert.AreEqual(WaterPressureInterpolationModel.Automatic, actual[i].WaterPressureInterpolationModel);
Assert.AreEqual(ConvertShearStrengthModel(expectedData.ShearStrengthModel), actual[i].ShearStrengthModel);
Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetAbovePhreaticLevel(expectedData).GetDesignValue(), actual[i].AbovePhreaticLevel);
Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetBelowPhreaticLevel(expectedData).GetDesignValue(), actual[i].BelowPhreaticLevel);
Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetCohesion(expectedData).GetDesignValue(), actual[i].Cohesion);
Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetFrictionAngle(expectedData).GetDesignValue(), actual[i].FrictionAngle);
Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetStrengthIncreaseExponent(expectedData).GetDesignValue(), actual[i].StrengthIncreaseExponent);
Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetShearStrengthRatio(expectedData).GetDesignValue(), actual[i].ShearStrengthRatio);
Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetPop(expectedData).GetDesignValue(), actual[i].Pop);
}
}
private static PersistableStress CreatePOPStress(MacroStabilityInwardsSoilLayerData layerData)
{
return(new PersistableStress
{
Pop = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetPop(layerData).GetDesignValue(),
PopStochasticParameter = PersistableStochasticParameterFactory.Create(layerData.Pop),
StateType = PersistableStateType.Pop
});
}
public void SetData_WithData_ExpectedValuesInTable()
{
// Setup
using (var table = new MacroStabilityInwardsSoilLayerDataTable())
{
MacroStabilityInwardsSoilLayerData[] layers =
{
CreateMacroStabilityInwardsSoilLayerData(),
CreateMacroStabilityInwardsSoilLayerData(),
CreateMacroStabilityInwardsSoilLayerData()
};
table.SetData(new[]
{
new MacroStabilityInwardsSoilLayerData()
});
// Call
table.SetData(layers);
// Assert
Assert.AreEqual(layers.Length, table.Rows.Count);
for (var i = 0; i < table.Rows.Count; i++)
{
MacroStabilityInwardsSoilLayerData soilLayerData = layers[i];
DataGridViewCellCollection rowCells = table.Rows[i].Cells;
Assert.AreEqual(soilLayerData.MaterialName,
rowCells[nameColumnIndex].Value);
Assert.AreEqual(soilLayerData.Color,
rowCells[colorColumnIndex].Value);
Assert.AreEqual(soilLayerData.IsAquifer,
rowCells[isAquiferColumnIndex].Value);
AssertShiftedDesignVariableColumnValueEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetAbovePhreaticLevel(soilLayerData),
rowCells[abovePhreaticLevelColumnIndex].Value);
AssertShiftedDesignVariableColumnValueEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetBelowPhreaticLevel(soilLayerData),
rowCells[belowPhreaticLevelColumnIndex].Value);
Assert.AreEqual(soilLayerData.ShearStrengthModel,
rowCells[shearStrengthModelColumnIndex].Value);
AssertDesignVariableColumnValueEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetCohesion(soilLayerData),
rowCells[cohesionColumnIndex].Value);
AssertDesignVariableColumnValueEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetFrictionAngle(soilLayerData),
rowCells[frictionAngleColumnIndex].Value);
AssertDesignVariableColumnValueEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetShearStrengthRatio(soilLayerData),
rowCells[shrearStrengthRatioColumnIndex].Value);
AssertDesignVariableColumnValueEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetStrengthIncreaseExponent(soilLayerData),
rowCells[strengthIncreaseExponentColumnIndex].Value);
Assert.AreEqual(soilLayerData.UsePop,
rowCells[usePopColumnIndex].Value);
AssertDesignVariableColumnValueEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetPop(soilLayerData),
rowCells[popColumnIndex].Value);
}
}
}
/// <summary>
/// Creates a new instance of <see cref="MacroStabilityInwardsFormattedSoilLayerDataRow"/>.
/// </summary>
/// <param name="layerData">The <see cref="MacroStabilityInwardsSoilLayerData"/> to format.</param>
/// <exception cref="ArgumentNullException">Thrown when <paramref name="layerData"/>
/// is <c>null</c>.</exception>
public MacroStabilityInwardsFormattedSoilLayerDataRow(MacroStabilityInwardsSoilLayerData layerData)
{
if (layerData == null)
{
throw new ArgumentNullException(nameof(layerData));
}
MaterialName = SoilLayerDataHelper.GetValidName(layerData.MaterialName);
Color = SoilLayerDataHelper.GetValidColor(layerData.Color);
IsAquifer = layerData.IsAquifer;
AbovePhreaticLevel = FormatVariationCoefficientDesignVariableWithShift(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetAbovePhreaticLevel(layerData));
BelowPhreaticLevel = FormatVariationCoefficientDesignVariableWithShift(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetBelowPhreaticLevel(layerData));
ShearStrengthModel = layerData.ShearStrengthModel;
Cohesion = FormatVariationCoefficientDesignVariable(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetCohesion(layerData));
FrictionAngle = FormatVariationCoefficientDesignVariable(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetFrictionAngle(layerData));
ShearStrengthRatio = FormatVariationCoefficientDesignVariable(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetShearStrengthRatio(layerData));
StrengthIncreaseExponent = FormatVariationCoefficientDesignVariable(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetStrengthIncreaseExponent(layerData));
UsePop = layerData.UsePop;
Pop = FormatVariationCoefficientDesignVariable(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetPop(layerData));
}
public void GetPop_ValidSoilLayerData_CreateDesignVariableForPop()
{
// Setup
var data = new MacroStabilityInwardsSoilLayerData
{
Pop =
{
Mean = (RoundedDouble)mean,
CoefficientOfVariation = (RoundedDouble)coefficientOfVariation
}
};
// Call
VariationCoefficientDesignVariable <VariationCoefficientLogNormalDistribution> pop = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetPop(data);
// Assert
DistributionAssert.AreEqual(data.Pop, pop.Distribution);
AssertPercentile(0.05, pop);
}