public void Clone_AllPropertiesSet_ReturnNewInstanceWithCopiedValues()
{
// Setup
var random = new Random(21);
var properties = new MacroStabilityInwardsSlice.ConstructionProperties
{
Cohesion = random.NextDouble(),
FrictionAngle = random.NextDouble(),
CriticalPressure = random.NextDouble(),
OverConsolidationRatio = random.NextDouble(),
DegreeOfConsolidationPorePressureSoil = random.NextDouble(),
DegreeOfConsolidationPorePressureLoad = random.NextDouble(),
Pop = random.NextDouble(),
Dilatancy = random.NextDouble(),
ExternalLoad = random.NextDouble(),
HydrostaticPorePressure = random.NextDouble(),
LeftForce = random.NextDouble(),
LeftForceAngle = random.NextDouble(),
LeftForceY = random.NextDouble(),
RightForce = random.NextDouble(),
RightForceAngle = random.NextDouble(),
RightForceY = random.NextDouble(),
LoadStress = random.NextDouble(),
NormalStress = random.NextDouble(),
PorePressure = random.NextDouble(),
HorizontalPorePressure = random.NextDouble(),
VerticalPorePressure = random.NextDouble(),
PiezometricPorePressure = random.NextDouble(),
EffectiveStress = random.NextDouble(),
ExcessPorePressure = random.NextDouble(),
ShearStress = random.NextDouble(),
SoilStress = random.NextDouble(),
TotalPorePressure = random.NextDouble(),
TotalStress = random.NextDouble(),
Weight = random.NextDouble()
};
var original = new MacroStabilityInwardsSlice(CreateRandomPoint(random),
CreateRandomPoint(random),
CreateRandomPoint(random),
CreateRandomPoint(random),
properties);
// Call
object clone = original.Clone();
// Assert
CoreCloneAssert.AreObjectClones(original, clone, MacroStabilityInwardsCloneAssert.AreClones);
}
public void Constructor_ConstructionPropertiesSet_ExpectedValues()
{
// Setup
var random = new Random(21);
double cohesion = random.NextDouble();
double frictionAngle = random.NextDouble();
double criticalPressure = random.NextDouble();
double overConsolidationRatio = random.NextDouble();
double pop = random.NextDouble();
double degreeOfConsolidationPorePressureSoil = random.NextDouble();
double degreeOfConsolidationPorePressureLoad = random.NextDouble();
double dilatancy = random.NextDouble();
double externalLoad = random.NextDouble();
double hydrostaticPorePressure = random.NextDouble();
double leftForce = random.NextDouble();
double leftForceAngle = random.NextDouble();
double leftForceY = random.NextDouble();
double rightForce = random.NextDouble();
double rightForceAngle = random.NextDouble();
double rightForceY = random.NextDouble();
double loadStress = random.NextDouble();
double normalStress = random.NextDouble();
double porePressure = random.NextDouble();
double horizontalPorePressure = random.NextDouble();
double verticalPorePressure = random.NextDouble();
double piezometricPorePressure = random.NextDouble();
double effectiveStress = random.NextDouble();
double excessPorePressure = random.NextDouble();
double shearStress = random.NextDouble();
double soilStress = random.NextDouble();
double totalPorePressure = random.NextDouble();
double totalStress = random.NextDouble();
double weight = random.NextDouble();
var properties = new MacroStabilityInwardsSlice.ConstructionProperties
{
Cohesion = cohesion,
FrictionAngle = frictionAngle,
CriticalPressure = criticalPressure,
OverConsolidationRatio = overConsolidationRatio,
DegreeOfConsolidationPorePressureSoil = degreeOfConsolidationPorePressureSoil,
DegreeOfConsolidationPorePressureLoad = degreeOfConsolidationPorePressureLoad,
Pop = pop,
Dilatancy = dilatancy,
ExternalLoad = externalLoad,
HydrostaticPorePressure = hydrostaticPorePressure,
LeftForce = leftForce,
LeftForceAngle = leftForceAngle,
LeftForceY = leftForceY,
RightForce = rightForce,
RightForceAngle = rightForceAngle,
RightForceY = rightForceY,
LoadStress = loadStress,
NormalStress = normalStress,
PorePressure = porePressure,
HorizontalPorePressure = horizontalPorePressure,
VerticalPorePressure = verticalPorePressure,
PiezometricPorePressure = piezometricPorePressure,
EffectiveStress = effectiveStress,
ExcessPorePressure = excessPorePressure,
ShearStress = shearStress,
SoilStress = soilStress,
TotalPorePressure = totalPorePressure,
TotalStress = totalStress,
Weight = weight
};
// Call
var slice = new MacroStabilityInwardsSlice(new Point2D(0, 0), new Point2D(0, 0),
new Point2D(0, 0), new Point2D(0, 0),
properties);
// Assert
Assert.AreEqual(3, slice.Cohesion.NumberOfDecimalPlaces);
Assert.AreEqual(cohesion, slice.Cohesion, slice.Cohesion.GetAccuracy());
Assert.AreEqual(3, slice.FrictionAngle.NumberOfDecimalPlaces);
Assert.AreEqual(frictionAngle, slice.FrictionAngle, slice.FrictionAngle.GetAccuracy());
Assert.AreEqual(3, slice.CriticalPressure.NumberOfDecimalPlaces);
Assert.AreEqual(criticalPressure, slice.CriticalPressure, slice.CriticalPressure.GetAccuracy());
Assert.AreEqual(3, slice.OverConsolidationRatio.NumberOfDecimalPlaces);
Assert.AreEqual(overConsolidationRatio, slice.OverConsolidationRatio, slice.OverConsolidationRatio.GetAccuracy());
Assert.AreEqual(3, slice.Pop.NumberOfDecimalPlaces);
Assert.AreEqual(pop, slice.Pop, slice.Pop.GetAccuracy());
Assert.AreEqual(3, slice.DegreeOfConsolidationPorePressureSoil.NumberOfDecimalPlaces);
Assert.AreEqual(degreeOfConsolidationPorePressureSoil, slice.DegreeOfConsolidationPorePressureSoil, slice.DegreeOfConsolidationPorePressureSoil.GetAccuracy());
Assert.AreEqual(3, slice.DegreeOfConsolidationPorePressureLoad.NumberOfDecimalPlaces);
Assert.AreEqual(degreeOfConsolidationPorePressureLoad, slice.DegreeOfConsolidationPorePressureLoad, slice.DegreeOfConsolidationPorePressureLoad.GetAccuracy());
Assert.AreEqual(3, slice.Dilatancy.NumberOfDecimalPlaces);
Assert.AreEqual(dilatancy, slice.Dilatancy, slice.Dilatancy.GetAccuracy());
Assert.AreEqual(3, slice.ExternalLoad.NumberOfDecimalPlaces);
Assert.AreEqual(externalLoad, slice.ExternalLoad, slice.ExternalLoad.GetAccuracy());
Assert.AreEqual(3, slice.HydrostaticPorePressure.NumberOfDecimalPlaces);
Assert.AreEqual(hydrostaticPorePressure, slice.HydrostaticPorePressure, slice.HydrostaticPorePressure.GetAccuracy());
Assert.AreEqual(3, slice.LeftForce.NumberOfDecimalPlaces);
Assert.AreEqual(leftForce, slice.LeftForce, slice.LeftForce.GetAccuracy());
Assert.AreEqual(3, slice.LeftForceAngle.NumberOfDecimalPlaces);
Assert.AreEqual(leftForceAngle, slice.LeftForceAngle, slice.LeftForceAngle.GetAccuracy());
Assert.AreEqual(3, slice.LeftForceY.NumberOfDecimalPlaces);
Assert.AreEqual(leftForceY, slice.LeftForceY, slice.LeftForceY.GetAccuracy());
Assert.AreEqual(3, slice.RightForce.NumberOfDecimalPlaces);
Assert.AreEqual(rightForce, slice.RightForce, slice.RightForce.GetAccuracy());
Assert.AreEqual(3, slice.RightForceAngle.NumberOfDecimalPlaces);
Assert.AreEqual(rightForceAngle, slice.RightForceAngle, slice.RightForceAngle.GetAccuracy());
Assert.AreEqual(3, slice.RightForceY.NumberOfDecimalPlaces);
Assert.AreEqual(rightForceY, slice.RightForceY, slice.RightForceY.GetAccuracy());
Assert.AreEqual(3, slice.LoadStress.NumberOfDecimalPlaces);
Assert.AreEqual(loadStress, slice.LoadStress, slice.LoadStress.GetAccuracy());
Assert.AreEqual(3, slice.NormalStress.NumberOfDecimalPlaces);
Assert.AreEqual(normalStress, slice.NormalStress, slice.NormalStress.GetAccuracy());
Assert.AreEqual(3, slice.PorePressure.NumberOfDecimalPlaces);
Assert.AreEqual(porePressure, slice.PorePressure, slice.PorePressure.GetAccuracy());
Assert.AreEqual(3, slice.HorizontalPorePressure.NumberOfDecimalPlaces);
Assert.AreEqual(horizontalPorePressure, slice.HorizontalPorePressure, slice.HorizontalPorePressure.GetAccuracy());
Assert.AreEqual(3, slice.VerticalPorePressure.NumberOfDecimalPlaces);
Assert.AreEqual(verticalPorePressure, slice.VerticalPorePressure, slice.VerticalPorePressure.GetAccuracy());
Assert.AreEqual(3, slice.PiezometricPorePressure.NumberOfDecimalPlaces);
Assert.AreEqual(piezometricPorePressure, slice.PiezometricPorePressure, slice.PiezometricPorePressure.GetAccuracy());
Assert.AreEqual(3, slice.EffectiveStress.NumberOfDecimalPlaces);
Assert.AreEqual(effectiveStress, slice.EffectiveStress, slice.EffectiveStress.GetAccuracy());
Assert.AreEqual(3, slice.ExcessPorePressure.NumberOfDecimalPlaces);
Assert.AreEqual(excessPorePressure, slice.ExcessPorePressure, slice.ExcessPorePressure.GetAccuracy());
Assert.AreEqual(3, slice.ShearStress.NumberOfDecimalPlaces);
Assert.AreEqual(shearStress, slice.ShearStress, slice.ShearStress.GetAccuracy());
Assert.AreEqual(3, slice.SoilStress.NumberOfDecimalPlaces);
Assert.AreEqual(soilStress, slice.SoilStress, slice.SoilStress.GetAccuracy());
Assert.AreEqual(3, slice.TotalPorePressure.NumberOfDecimalPlaces);
Assert.AreEqual(totalPorePressure, slice.TotalPorePressure, slice.TotalPorePressure.GetAccuracy());
Assert.AreEqual(3, slice.TotalStress.NumberOfDecimalPlaces);
Assert.AreEqual(totalStress, slice.TotalStress, slice.TotalStress.GetAccuracy());
Assert.AreEqual(3, slice.Weight.NumberOfDecimalPlaces);
Assert.AreEqual(weight, slice.Weight, slice.Weight.GetAccuracy());
}