private static IEnumerable <TestCaseData> GetUnequalTestCases()
{
MacroStabilityInwardsSoilLayer2D baseLayer = CreateRandomLayer(21);
yield return(new TestCaseData(new MacroStabilityInwardsSoilLayer2D(RingTestFactory.CreateRandomRing(30),
baseLayer.Data,
baseLayer.NestedLayers))
.SetName("OuterRing"));
yield return(new TestCaseData(new MacroStabilityInwardsSoilLayer2D(baseLayer.OuterRing,
new MacroStabilityInwardsSoilLayerData(),
baseLayer.NestedLayers))
.SetName("Data"));
yield return(new TestCaseData(new MacroStabilityInwardsSoilLayer2D(baseLayer.OuterRing,
baseLayer.Data,
new[]
{
baseLayer.NestedLayers.First(),
new MacroStabilityInwardsSoilLayer2D(RingTestFactory.CreateRandomRing(21))
}))
.SetName("Nested Layer Count"));
yield return(new TestCaseData(new MacroStabilityInwardsSoilLayer2D(baseLayer.OuterRing,
baseLayer.Data,
new[]
{
new MacroStabilityInwardsSoilLayer2D(RingTestFactory.CreateRandomRing(30))
}))
.SetName("Nested Layer content"));
}
private static MacroStabilityInwardsSoilLayerTwoDEntity CreateMacroStabilityInwardsSoilLayerTwoDEntity()
{
var random = new Random(31);
var entity = new MacroStabilityInwardsSoilLayerTwoDEntity
{
IsAquifer = Convert.ToByte(random.NextBoolean()),
Color = Color.FromKnownColor(random.NextEnumValue <KnownColor>()).ToInt64(),
MaterialName = random.Next().ToString(),
AbovePhreaticLevelMean = random.NextDouble(2.0, 3.0),
AbovePhreaticLevelCoefficientOfVariation = random.NextDouble(),
AbovePhreaticLevelShift = random.NextDouble(0.0, 1.0),
BelowPhreaticLevelMean = random.NextDouble(2.0, 3.0),
BelowPhreaticLevelCoefficientOfVariation = random.NextDouble(),
BelowPhreaticLevelShift = random.NextDouble(0.0, 1.0),
CohesionMean = random.NextDouble(),
CohesionCoefficientOfVariation = random.NextDouble(),
FrictionAngleMean = random.NextDouble(),
FrictionAngleCoefficientOfVariation = random.NextDouble(),
ShearStrengthRatioMean = random.NextDouble(),
ShearStrengthRatioCoefficientOfVariation = random.NextDouble(),
StrengthIncreaseExponentMean = random.NextDouble(),
StrengthIncreaseExponentCoefficientOfVariation = random.NextDouble(),
PopMean = random.NextDouble(),
PopCoefficientOfVariation = random.NextDouble(),
OuterRingXml = new Point2DCollectionXmlSerializer().ToXml(RingTestFactory.CreateRandomRing().Points)
};
return(entity);
}
private static MacroStabilityInwardsSoilProfile2D CreateMacroStabilityInwardsSoilProfile2D(string name)
{
var layers = new Collection <MacroStabilityInwardsSoilLayer2D>
{
new MacroStabilityInwardsSoilLayer2D(RingTestFactory.CreateRandomRing())
};
return(new MacroStabilityInwardsSoilProfile2D(name, layers, Enumerable.Empty <MacroStabilityInwardsPreconsolidationStress>()));
}
private static MacroStabilityInwardsSoilLayer2D CreateMacroStabilityInwardsSoilLayer2D()
{
var random = new Random(14);
return(new MacroStabilityInwardsSoilLayer2D(RingTestFactory.CreateRandomRing())
{
Data =
{
IsAquifer = random.NextBoolean(),
MaterialName = "MaterialName",
Color = Color.FromKnownColor(random.NextEnumValue <KnownColor>()),
UsePop = random.NextBoolean(),
ShearStrengthModel = random.NextEnumValue <MacroStabilityInwardsShearStrengthModel>(),
AbovePhreaticLevel =
{
Mean = random.NextRoundedDouble(2.0, 3.0),
CoefficientOfVariation = random.NextRoundedDouble(),
Shift = random.NextRoundedDouble(0.0, 1.0)
},
BelowPhreaticLevel =
{
Mean = random.NextRoundedDouble(2.0, 3.0),
CoefficientOfVariation = random.NextRoundedDouble(),
Shift = random.NextRoundedDouble(0.0, 1.0)
},
Cohesion =
{
Mean = random.NextRoundedDouble(),
CoefficientOfVariation = random.NextRoundedDouble()
},
FrictionAngle =
{
Mean = random.NextRoundedDouble(),
CoefficientOfVariation = random.NextRoundedDouble()
},
StrengthIncreaseExponent =
{
Mean = random.NextRoundedDouble(),
CoefficientOfVariation = random.NextRoundedDouble()
},
ShearStrengthRatio =
{
Mean = random.NextRoundedDouble(),
CoefficientOfVariation = random.NextRoundedDouble()
},
Pop =
{
Mean = random.NextRoundedDouble(),
CoefficientOfVariation = random.NextRoundedDouble()
}
}
});
}
public void Constructor_WithOuterRing_ReturnsNewInstance()
{
// Setup
Ring outerRing = RingTestFactory.CreateRandomRing();
// Call
var layer = new MacroStabilityInwardsSoilLayer2D(outerRing);
// Assert
Assert.IsInstanceOf <IMacroStabilityInwardsSoilLayer>(layer);
Assert.AreSame(outerRing, layer.OuterRing);
Assert.IsNotNull(layer.Data);
Assert.IsEmpty(layer.NestedLayers);
}
private static MacroStabilityInwardsSoilLayer2D CreateRandomLayer(int randomSeed)
{
var random = new Random(randomSeed);
return(new MacroStabilityInwardsSoilLayer2D(RingTestFactory.CreateRandomRing(randomSeed),
new MacroStabilityInwardsSoilLayerData
{
Color = Color.FromKnownColor(random.NextEnumValue <KnownColor>())
},
new[]
{
new MacroStabilityInwardsSoilLayer2D(RingTestFactory.CreateRandomRing(randomSeed))
}));
}
public void Constructor_NestedLayersNull_ThrowsArgumentNullException()
{
// Setup
Ring outerRing = RingTestFactory.CreateRandomRing();
// Call
void Call() => new MacroStabilityInwardsSoilLayer2D(outerRing,
new MacroStabilityInwardsSoilLayerData(),
null);
// Assert
var exception = Assert.Throws <ArgumentNullException>(Call);
Assert.AreEqual("nestedLayers", exception.ParamName);
}
public void Constructor_DataNull_ThrowsArgumentNullException()
{
// Setup
Ring outerRing = RingTestFactory.CreateRandomRing();
// Call
void Call() => new MacroStabilityInwardsSoilLayer2D(outerRing,
null,
Enumerable.Empty <MacroStabilityInwardsSoilLayer2D>());
// Assert
var exception = Assert.Throws <ArgumentNullException>(Call);
Assert.AreEqual("data", exception.ParamName);
}
public void Constructor_WithOuterRingDataAndNestedLayers_ReturnsNewInstance()
{
// Setup
Ring outerRing = RingTestFactory.CreateRandomRing();
var data = new MacroStabilityInwardsSoilLayerData();
IEnumerable <MacroStabilityInwardsSoilLayer2D> nestedLayers = Enumerable.Empty <MacroStabilityInwardsSoilLayer2D>();
// Call
var layer = new MacroStabilityInwardsSoilLayer2D(outerRing, data, nestedLayers);
// Assert
Assert.IsInstanceOf <IMacroStabilityInwardsSoilLayer>(layer);
Assert.AreSame(outerRing, layer.OuterRing);
Assert.AreSame(data, layer.Data);
Assert.AreSame(nestedLayers, layer.NestedLayers);
}
public void Create_StringPropertiesDoNotShareReference()
{
// Setup
const string materialName = "MaterialName";
var soilLayer = new MacroStabilityInwardsSoilLayer2D(RingTestFactory.CreateRandomRing())
{
Data =
{
MaterialName = materialName
}
};
// Call
MacroStabilityInwardsSoilLayerTwoDEntity entity = soilLayer.Create(0);
// Assert
TestHelper.AssertAreEqualButNotSame(materialName, entity.MaterialName);
}
public void Read_WithNullValues_ReturnsMacroStabilityInwardsSoilLayer2DWithNaNValues()
{
// Setup
var entity = new MacroStabilityInwardsSoilLayerTwoDEntity
{
MaterialName = nameof(MacroStabilityInwardsSoilLayerTwoDEntity),
OuterRingXml = new Point2DCollectionXmlSerializer().ToXml(RingTestFactory.CreateRandomRing().Points)
};
// Call
MacroStabilityInwardsSoilLayer2D layer = entity.Read();
// Assert
Assert.IsNotNull(layer);
MacroStabilityInwardsSoilLayerData data = layer.Data;
Assert.AreEqual(entity.MaterialName, data.MaterialName);
Assert.IsNaN(data.AbovePhreaticLevel.Mean);
Assert.IsNaN(data.AbovePhreaticLevel.CoefficientOfVariation);
Assert.IsNaN(data.AbovePhreaticLevel.Shift);
Assert.IsNaN(data.BelowPhreaticLevel.Mean);
Assert.IsNaN(data.BelowPhreaticLevel.CoefficientOfVariation);
Assert.IsNaN(data.BelowPhreaticLevel.Shift);
Assert.IsNaN(data.Cohesion.Mean);
Assert.IsNaN(data.Cohesion.CoefficientOfVariation);
Assert.IsNaN(data.FrictionAngle.Mean);
Assert.IsNaN(data.FrictionAngle.CoefficientOfVariation);
Assert.IsNaN(data.ShearStrengthRatio.Mean);
Assert.IsNaN(data.ShearStrengthRatio.CoefficientOfVariation);
Assert.IsNaN(data.StrengthIncreaseExponent.Mean);
Assert.IsNaN(data.StrengthIncreaseExponent.CoefficientOfVariation);
Assert.IsNaN(data.Pop.Mean);
Assert.IsNaN(data.Pop.CoefficientOfVariation);
}
public void Convert_ValidShearStrengthModel_ReturnExpectedShearStrengthModel(MacroStabilityInwardsShearStrengthModel originalShearStrengthModel,
ShearStrengthModel expectedShearStrengthModel)
{
// Setup
var profile = new MacroStabilityInwardsSoilProfileUnderSurfaceLine(new[]
{
new MacroStabilityInwardsSoilLayer2D(RingTestFactory.CreateRandomRing())
{
Data =
{
ShearStrengthModel = originalShearStrengthModel
}
}
}, new MacroStabilityInwardsPreconsolidationStress[0]);
// Call
SoilProfile soilProfile = SoilProfileConverter.Convert(profile);
// Assert
Assert.AreEqual(expectedShearStrengthModel, soilProfile.Layers.First().ShearStrengthModel);
}
public void Convert_InvalidShearStrengthModel_ThrowInvalidEnumArgumentException()
{
// Setup
var profile = new MacroStabilityInwardsSoilProfileUnderSurfaceLine(new[]
{
new MacroStabilityInwardsSoilLayer2D(RingTestFactory.CreateRandomRing())
{
Data =
{
ShearStrengthModel = (MacroStabilityInwardsShearStrengthModel)99
}
}
}, new MacroStabilityInwardsPreconsolidationStress[0]);
// Call
TestDelegate test = () => SoilProfileConverter.Convert(profile);
// Assert
const string message = "The value of argument 'shearStrengthModel' (99) is invalid for Enum type 'MacroStabilityInwardsShearStrengthModel'.";
TestHelper.AssertThrowsArgumentExceptionAndTestMessage <InvalidEnumArgumentException>(test, message);
}
private static MacroStabilityInwardsSoilLayer2D CreateRandomSoilLayer(int seed, IEnumerable <MacroStabilityInwardsSoilLayer2D> nestedLayers)
{
return(new MacroStabilityInwardsSoilLayer2D(RingTestFactory.CreateRandomRing(seed),
CreateRandomSoilLayerData(seed),
nestedLayers));
}
public void Read_WithCollector_ReturnsSoilProfileWithPropertiesSet()
{
// Setup
Ring outerRingA = RingTestFactory.CreateRandomRing(32);
Ring outerRingB = RingTestFactory.CreateRandomRing(33);
var random = new Random(31);
var preconsolidationStressEntity = new MacroStabilityInwardsPreconsolidationStressEntity
{
CoordinateX = random.NextDouble(),
CoordinateZ = random.NextDouble(),
PreconsolidationStressMean = random.NextDouble(),
PreconsolidationStressCoefficientOfVariation = random.NextDouble(),
Order = 1
};
var point2DXmlSerializer = new Point2DCollectionXmlSerializer();
var entity = new MacroStabilityInwardsSoilProfileTwoDEntity
{
Name = nameof(MacroStabilityInwardsSoilProfileTwoDEntity),
MacroStabilityInwardsSoilLayerTwoDEntities =
{
new MacroStabilityInwardsSoilLayerTwoDEntity
{
MaterialName = "A",
OuterRingXml = point2DXmlSerializer.ToXml(outerRingA.Points),
Order = 1
},
new MacroStabilityInwardsSoilLayerTwoDEntity
{
MaterialName = "B",
OuterRingXml = point2DXmlSerializer.ToXml(outerRingB.Points),
Order = 0
}
},
MacroStabilityInwardsPreconsolidationStressEntities =
{
preconsolidationStressEntity,
new MacroStabilityInwardsPreconsolidationStressEntity
{
Order = 0
}
}
};
var collector = new ReadConversionCollector();
// Call
MacroStabilityInwardsSoilProfile2D profile = entity.Read(collector);
// Assert
Assert.IsNotNull(profile);
Assert.AreEqual(entity.Name, profile.Name);
CollectionAssert.AreEqual(new[]
{
"B",
"A"
}, profile.Layers.Select(l => l.Data.MaterialName));
CollectionAssert.AreEqual(new[]
{
outerRingB,
outerRingA
}, profile.Layers.Select(l => l.OuterRing));
profile.Layers.Select(l => l.NestedLayers).ForEachElementDo(CollectionAssert.IsEmpty);
CollectionAssert.AreEqual(new[]
{
new MacroStabilityInwardsPreconsolidationStress(new Point2D(0, 0),
new VariationCoefficientLogNormalDistribution
{
Mean = RoundedDouble.NaN,
CoefficientOfVariation = RoundedDouble.NaN
}),
new MacroStabilityInwardsPreconsolidationStress(new Point2D(preconsolidationStressEntity.CoordinateX,
preconsolidationStressEntity.CoordinateZ),
new VariationCoefficientLogNormalDistribution
{
Mean = (RoundedDouble)preconsolidationStressEntity.PreconsolidationStressMean.ToNullAsNaN(),
CoefficientOfVariation = (RoundedDouble)preconsolidationStressEntity.PreconsolidationStressCoefficientOfVariation.ToNullAsNaN()
})
}, profile.PreconsolidationStresses);
}
public void Create_WithNaNProperties_ReturnsEntityWithPropertiesSetToNull()
{
// Setup
var soilLayer = new MacroStabilityInwardsSoilLayer2D(RingTestFactory.CreateRandomRing())
{
Data =
{
AbovePhreaticLevel =
{
Mean = RoundedDouble.NaN,
CoefficientOfVariation = RoundedDouble.NaN,
Shift = RoundedDouble.NaN
},
BelowPhreaticLevel =
{
Mean = RoundedDouble.NaN,
CoefficientOfVariation = RoundedDouble.NaN,
Shift = RoundedDouble.NaN
},
Cohesion =
{
Mean = RoundedDouble.NaN,
CoefficientOfVariation = RoundedDouble.NaN
},
FrictionAngle =
{
Mean = RoundedDouble.NaN,
CoefficientOfVariation = RoundedDouble.NaN
},
ShearStrengthRatio =
{
Mean = RoundedDouble.NaN,
CoefficientOfVariation = RoundedDouble.NaN
},
StrengthIncreaseExponent =
{
Mean = RoundedDouble.NaN,
CoefficientOfVariation = RoundedDouble.NaN
},
Pop =
{
Mean = RoundedDouble.NaN,
CoefficientOfVariation = RoundedDouble.NaN
}
}
};
// Call
MacroStabilityInwardsSoilLayerTwoDEntity entity = soilLayer.Create(0);
// Assert
Assert.IsNotNull(entity);
Assert.IsNull(entity.AbovePhreaticLevelMean);
Assert.IsNull(entity.AbovePhreaticLevelCoefficientOfVariation);
Assert.IsNull(entity.AbovePhreaticLevelShift);
Assert.IsNull(entity.BelowPhreaticLevelMean);
Assert.IsNull(entity.BelowPhreaticLevelCoefficientOfVariation);
Assert.IsNull(entity.BelowPhreaticLevelShift);
Assert.IsNull(entity.CohesionMean);
Assert.IsNull(entity.CohesionCoefficientOfVariation);
Assert.IsNull(entity.FrictionAngleMean);
Assert.IsNull(entity.FrictionAngleCoefficientOfVariation);
Assert.IsNull(entity.ShearStrengthRatioMean);
Assert.IsNull(entity.ShearStrengthRatioCoefficientOfVariation);
Assert.IsNull(entity.StrengthIncreaseExponentMean);
Assert.IsNull(entity.StrengthIncreaseExponentCoefficientOfVariation);
Assert.IsNull(entity.PopMean);
Assert.IsNull(entity.PopCoefficientOfVariation);
}