/// <summary>
/// Asserts whether the <see cref="PersistableSoil"/> contains the data
/// that is representative for the <paramref name="originalLayers"/>.
/// </summary>
/// <param name="originalLayers">The layers that contain the original data.</param>
/// <param name="actualSoils">The collection of <see cref="PersistableSoil"/>
/// that needs to be asserted.</param>
/// <exception cref="AssertionException">Thrown when the data in <paramref name="actualSoils"/>
/// is not correct.</exception>
public static void AssertPersistableSoils(IEnumerable <IMacroStabilityInwardsSoilLayer> originalLayers, IEnumerable <PersistableSoil> actualSoils)
{
Assert.AreEqual(originalLayers.Count(), actualSoils.Count());
for (var i = 0; i < originalLayers.Count(); i++)
{
PersistableSoil soil = actualSoils.ElementAt(i);
MacroStabilityInwardsSoilLayerData layerData = originalLayers.ElementAt(i).Data;
Assert.IsNotNull(soil.Id);
Assert.AreEqual(layerData.MaterialName, soil.Name);
Assert.AreEqual($"{layerData.MaterialName}-{soil.Id}", soil.Code);
Assert.IsTrue(soil.IsProbabilistic);
Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetCohesion(layerData).GetDesignValue(), soil.Cohesion);
AssertStochasticParameter(layerData.Cohesion, soil.CohesionStochasticParameter);
Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetFrictionAngle(layerData).GetDesignValue(), soil.FrictionAngle);
AssertStochasticParameter(layerData.FrictionAngle, soil.FrictionAngleStochasticParameter);
Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetShearStrengthRatio(layerData).GetDesignValue(), soil.ShearStrengthRatio);
AssertStochasticParameter(layerData.ShearStrengthRatio, soil.ShearStrengthRatioStochasticParameter);
Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetStrengthIncreaseExponent(layerData).GetDesignValue(), soil.StrengthIncreaseExponent);
AssertStochasticParameter(layerData.StrengthIncreaseExponent, soil.StrengthIncreaseExponentStochasticParameter);
Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetAbovePhreaticLevel(layerData).GetDesignValue(), soil.VolumetricWeightAbovePhreaticLevel);
Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetBelowPhreaticLevel(layerData).GetDesignValue(), soil.VolumetricWeightBelowPhreaticLevel);
Assert.IsFalse(soil.CohesionAndFrictionAngleCorrelated);
Assert.IsFalse(soil.ShearStrengthRatioAndShearStrengthExponentCorrelated);
Assert.AreEqual(GetExpectedShearStrengthModelTypeForAbovePhreaticLevel(layerData.ShearStrengthModel), soil.ShearStrengthModelTypeAbovePhreaticLevel);
Assert.AreEqual(GetExpectedShearStrengthModelTypeForBelowPhreaticLevel(layerData.ShearStrengthModel), soil.ShearStrengthModelTypeBelowPhreaticLevel);
var dilatancyDistribution = new VariationCoefficientNormalDistribution(2)
{
Mean = (RoundedDouble)1,
CoefficientOfVariation = (RoundedDouble)0
};
Assert.AreEqual(0, soil.Dilatancy);
AssertStochasticParameter(dilatancyDistribution, soil.DilatancyStochasticParameter, false);
}
}
/// <summary>
/// Creates a new instance of <see cref="PersistableSoil"/>.
/// </summary>
/// <param name="layer">The layer to use.</param>
/// <param name="idFactory">The factory for creating IDs.</param>
/// <param name="registry">The persistence registry.</param>
/// <returns>The created <see cref="PersistableSoil"/>.</returns>
/// <exception cref="InvalidEnumArgumentException">Thrown when
/// <see cref="MacroStabilityInwardsShearStrengthModel"/> has an invalid value.</exception>
/// <exception cref="NotSupportedException">Thrown when <see cref="MacroStabilityInwardsShearStrengthModel"/>
/// has a valid value but is not supported.</exception>
private static PersistableSoil Create(MacroStabilityInwardsSoilLayer2D layer, IdFactory idFactory, MacroStabilityInwardsExportRegistry registry)
{
MacroStabilityInwardsSoilLayerData layerData = layer.Data;
var soil = new PersistableSoil
{
Id = idFactory.Create(),
Name = layerData.MaterialName,
IsProbabilistic = true,
Cohesion = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetCohesion(layerData).GetDesignValue(),
CohesionStochasticParameter = PersistableStochasticParameterFactory.Create(layerData.Cohesion),
FrictionAngle = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetFrictionAngle(layerData).GetDesignValue(),
FrictionAngleStochasticParameter = PersistableStochasticParameterFactory.Create(layerData.FrictionAngle),
ShearStrengthRatio = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetShearStrengthRatio(layerData).GetDesignValue(),
ShearStrengthRatioStochasticParameter = PersistableStochasticParameterFactory.Create(layerData.ShearStrengthRatio),
StrengthIncreaseExponent = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetStrengthIncreaseExponent(layerData).GetDesignValue(),
StrengthIncreaseExponentStochasticParameter = PersistableStochasticParameterFactory.Create(layerData.StrengthIncreaseExponent),
CohesionAndFrictionAngleCorrelated = false,
ShearStrengthRatioAndShearStrengthExponentCorrelated = false,
ShearStrengthModelTypeAbovePhreaticLevel = GetShearStrengthModelTypeForAbovePhreaticLevel(layerData.ShearStrengthModel),
ShearStrengthModelTypeBelowPhreaticLevel = GetShearStrengthModelTypeForBelowPhreaticLevel(layerData.ShearStrengthModel),
VolumetricWeightAbovePhreaticLevel = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetAbovePhreaticLevel(layerData).GetDesignValue(),
VolumetricWeightBelowPhreaticLevel = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetBelowPhreaticLevel(layerData).GetDesignValue(),
Dilatancy = 0,
DilatancyStochasticParameter = PersistableStochasticParameterFactory.Create(new VariationCoefficientNormalDistribution(2)
{
Mean = (RoundedDouble)1,
CoefficientOfVariation = (RoundedDouble)0
}, false)
};
soil.Code = $"{soil.Name}-{soil.Id}";
registry.AddSoil(layer, soil.Id);
return(soil);
}
