public void Constructor_WithCoordinates_ExpectedValues()
{
// Setup
var topLeftPoint = new Point2D(0, 0);
var topRightPoint = new Point2D(1, 1);
var bottomLeftPoint = new Point2D(2, 2);
var bottomRightPoint = new Point2D(3, 3);
// Call
var slice = new UpliftVanSliceResult(topLeftPoint, topRightPoint, bottomLeftPoint, bottomRightPoint,
new UpliftVanSliceResult.ConstructionProperties());
// Assert
Assert.AreSame(topLeftPoint, slice.TopLeftPoint);
Assert.AreSame(topRightPoint, slice.TopRightPoint);
Assert.AreSame(bottomLeftPoint, slice.BottomLeftPoint);
Assert.AreSame(bottomRightPoint, slice.BottomRightPoint);
}
/// <summary>
/// Asserts whether <paramref name="actual"/> is equal to <paramref name="expected"/>.
/// </summary>
/// <param name="expected">The expected collection of <see cref="UpliftVanSliceResult"/>.</param>
/// <param name="actual">The actual collection of <see cref="UpliftVanSliceResult"/>.</param>
/// <exception cref="AssertionException">Thrown when <paramref name="actual"/>
/// is not equal to <paramref name="expected"/>.</exception>
private static void AssertUpliftVanSliceResults(ICollection <UpliftVanSliceResult> expected, ICollection <UpliftVanSliceResult> actual)
{
Assert.AreEqual(expected.Count, actual.Count);
for (var i = 0; i < expected.Count; i++)
{
UpliftVanSliceResult expectedUpliftVanSliceResult = expected.ElementAt(i);
UpliftVanSliceResult actualUpliftVanSliceResult = actual.ElementAt(i);
Assert.AreEqual(expectedUpliftVanSliceResult.Cohesion, actualUpliftVanSliceResult.Cohesion);
Assert.AreEqual(expectedUpliftVanSliceResult.FrictionAngle, actualUpliftVanSliceResult.FrictionAngle);
Assert.AreEqual(expectedUpliftVanSliceResult.CriticalPressure, actualUpliftVanSliceResult.CriticalPressure);
Assert.AreEqual(expectedUpliftVanSliceResult.OverConsolidationRatio, actualUpliftVanSliceResult.OverConsolidationRatio);
Assert.AreEqual(expectedUpliftVanSliceResult.Pop, actualUpliftVanSliceResult.Pop);
Assert.AreEqual(expectedUpliftVanSliceResult.DegreeOfConsolidationPorePressureSoil, actualUpliftVanSliceResult.DegreeOfConsolidationPorePressureSoil);
Assert.AreEqual(expectedUpliftVanSliceResult.DegreeOfConsolidationPorePressureLoad, actualUpliftVanSliceResult.DegreeOfConsolidationPorePressureLoad);
Assert.AreEqual(expectedUpliftVanSliceResult.Dilatancy, actualUpliftVanSliceResult.Dilatancy);
Assert.AreEqual(expectedUpliftVanSliceResult.ExternalLoad, actualUpliftVanSliceResult.ExternalLoad);
Assert.AreEqual(expectedUpliftVanSliceResult.HydrostaticPorePressure, actualUpliftVanSliceResult.HydrostaticPorePressure);
Assert.AreEqual(expectedUpliftVanSliceResult.LeftForce, actualUpliftVanSliceResult.LeftForce);
Assert.AreEqual(expectedUpliftVanSliceResult.LeftForceAngle, actualUpliftVanSliceResult.LeftForceAngle);
Assert.AreEqual(expectedUpliftVanSliceResult.LeftForceY, actualUpliftVanSliceResult.LeftForceY);
Assert.AreEqual(expectedUpliftVanSliceResult.RightForce, actualUpliftVanSliceResult.RightForce);
Assert.AreEqual(expectedUpliftVanSliceResult.RightForceAngle, actualUpliftVanSliceResult.RightForceAngle);
Assert.AreEqual(expectedUpliftVanSliceResult.RightForceY, actualUpliftVanSliceResult.RightForceY);
Assert.AreEqual(expectedUpliftVanSliceResult.LoadStress, actualUpliftVanSliceResult.LoadStress);
Assert.AreEqual(expectedUpliftVanSliceResult.NormalStress, actualUpliftVanSliceResult.NormalStress);
Assert.AreEqual(expectedUpliftVanSliceResult.PorePressure, actualUpliftVanSliceResult.PorePressure);
Assert.AreEqual(expectedUpliftVanSliceResult.HorizontalPorePressure, actualUpliftVanSliceResult.HorizontalPorePressure);
Assert.AreEqual(expectedUpliftVanSliceResult.VerticalPorePressure, actualUpliftVanSliceResult.VerticalPorePressure);
Assert.AreEqual(expectedUpliftVanSliceResult.PiezometricPorePressure, actualUpliftVanSliceResult.PiezometricPorePressure);
Assert.AreEqual(expectedUpliftVanSliceResult.EffectiveStress, actualUpliftVanSliceResult.EffectiveStress);
Assert.AreEqual(expectedUpliftVanSliceResult.ExcessPorePressure, actualUpliftVanSliceResult.ExcessPorePressure);
Assert.AreEqual(expectedUpliftVanSliceResult.ShearStress, actualUpliftVanSliceResult.ShearStress);
Assert.AreEqual(expectedUpliftVanSliceResult.SoilStress, actualUpliftVanSliceResult.SoilStress);
Assert.AreEqual(expectedUpliftVanSliceResult.TotalPorePressure, actualUpliftVanSliceResult.TotalPorePressure);
Assert.AreEqual(expectedUpliftVanSliceResult.TotalStress, actualUpliftVanSliceResult.TotalStress);
Assert.AreEqual(expectedUpliftVanSliceResult.Weight, actualUpliftVanSliceResult.Weight);
}
}
public void Constructor_ConstructionPropertiesEmpty_ExpectedValues()
{
// Call
var slice = new UpliftVanSliceResult(new Point2D(0, 0), new Point2D(0, 0), new Point2D(0, 0), new Point2D(0, 0),
new UpliftVanSliceResult.ConstructionProperties());
// Assert
Assert.IsNaN(slice.Cohesion);
Assert.IsNaN(slice.FrictionAngle);
Assert.IsNaN(slice.CriticalPressure);
Assert.IsNaN(slice.OverConsolidationRatio);
Assert.IsNaN(slice.Pop);
Assert.IsNaN(slice.DegreeOfConsolidationPorePressureSoil);
Assert.IsNaN(slice.DegreeOfConsolidationPorePressureLoad);
Assert.IsNaN(slice.Dilatancy);
Assert.IsNaN(slice.ExternalLoad);
Assert.IsNaN(slice.HydrostaticPorePressure);
Assert.IsNaN(slice.LeftForce);
Assert.IsNaN(slice.LeftForceAngle);
Assert.IsNaN(slice.LeftForceY);
Assert.IsNaN(slice.RightForce);
Assert.IsNaN(slice.RightForceAngle);
Assert.IsNaN(slice.RightForceY);
Assert.IsNaN(slice.LoadStress);
Assert.IsNaN(slice.NormalStress);
Assert.IsNaN(slice.PorePressure);
Assert.IsNaN(slice.HorizontalPorePressure);
Assert.IsNaN(slice.VerticalPorePressure);
Assert.IsNaN(slice.PiezometricPorePressure);
Assert.IsNaN(slice.EffectiveStress);
Assert.IsNaN(slice.ExcessPorePressure);
Assert.IsNaN(slice.ShearStress);
Assert.IsNaN(slice.SoilStress);
Assert.IsNaN(slice.TotalPorePressure);
Assert.IsNaN(slice.TotalStress);
Assert.IsNaN(slice.Weight);
}
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 UpliftVanSliceResult.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 UpliftVanSliceResult(new Point2D(0, 0), new Point2D(0, 0),
new Point2D(0, 0), new Point2D(0, 0),
properties);
// Assert
Assert.AreEqual(cohesion, slice.Cohesion);
Assert.AreEqual(frictionAngle, slice.FrictionAngle);
Assert.AreEqual(criticalPressure, slice.CriticalPressure);
Assert.AreEqual(overConsolidationRatio, slice.OverConsolidationRatio);
Assert.AreEqual(pop, slice.Pop);
Assert.AreEqual(degreeOfConsolidationPorePressureSoil, slice.DegreeOfConsolidationPorePressureSoil);
Assert.AreEqual(degreeOfConsolidationPorePressureLoad, slice.DegreeOfConsolidationPorePressureLoad);
Assert.AreEqual(dilatancy, slice.Dilatancy);
Assert.AreEqual(externalLoad, slice.ExternalLoad);
Assert.AreEqual(hydrostaticPorePressure, slice.HydrostaticPorePressure);
Assert.AreEqual(leftForce, slice.LeftForce);
Assert.AreEqual(leftForceAngle, slice.LeftForceAngle);
Assert.AreEqual(leftForceY, slice.LeftForceY);
Assert.AreEqual(rightForce, slice.RightForce);
Assert.AreEqual(rightForceAngle, slice.RightForceAngle);
Assert.AreEqual(rightForceY, slice.RightForceY);
Assert.AreEqual(loadStress, slice.LoadStress);
Assert.AreEqual(normalStress, slice.NormalStress);
Assert.AreEqual(porePressure, slice.PorePressure);
Assert.AreEqual(horizontalPorePressure, slice.HorizontalPorePressure);
Assert.AreEqual(verticalPorePressure, slice.VerticalPorePressure);
Assert.AreEqual(piezometricPorePressure, slice.PiezometricPorePressure);
Assert.AreEqual(effectiveStress, slice.EffectiveStress);
Assert.AreEqual(excessPorePressure, slice.ExcessPorePressure);
Assert.AreEqual(shearStress, slice.ShearStress);
Assert.AreEqual(soilStress, slice.SoilStress);
Assert.AreEqual(totalPorePressure, slice.TotalPorePressure);
Assert.AreEqual(totalStress, slice.TotalStress);
Assert.AreEqual(weight, slice.Weight);
}
public void Create_SlidingCurveWithSlices_ReturnUpliftVanSlidingCurveResult()
{
// Setup
var random = new Random(21);
double topLeftX = random.NextDouble();
double topLeftZ = random.NextDouble();
double topRightX = random.NextDouble();
double topRightZ = random.NextDouble();
double bottomLeftX = random.NextDouble();
double bottomLeftZ = random.NextDouble();
double bottomRightX = random.NextDouble();
double bottomRightZ = random.NextDouble();
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 slidingCurve = new DualSlidingCircleMinimumSafetyCurve
{
ActiveCircleCenter = new CSharpWrapperPoint2D(0, 0),
PassiveCircleCenter = new CSharpWrapperPoint2D(1, 1),
Slices = new[]
{
new Slice
{
TopLeftPoint = new CSharpWrapperPoint2D(topLeftX, topLeftZ),
TopRightPoint = new CSharpWrapperPoint2D(topRightX, topRightZ),
BottomLeftPoint = new CSharpWrapperPoint2D(bottomLeftX, bottomLeftZ),
BottomRightPoint = new CSharpWrapperPoint2D(bottomRightX, bottomRightZ),
Cohesion = cohesion,
FrictionAngleInput = frictionAngle,
YieldStress = criticalPressure,
OCR = overConsolidationRatio,
POP = pop,
DegreeOfConsolidationPorePressure = degreeOfConsolidationPorePressureSoil,
PorePressureDueToDegreeOfConsolidationLoad = degreeOfConsolidationPorePressureLoad,
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
UpliftVanSlidingCurveResult result = UpliftVanSlidingCurveResultCreator.Create(slidingCurve);
// Assert
Assert.AreEqual(1, result.Slices.Count());
UpliftVanSliceResult slice = result.Slices.First();
Assert.AreEqual(new Point2D(topLeftX, topLeftZ), slice.TopLeftPoint);
Assert.AreEqual(new Point2D(topRightX, topRightZ), slice.TopRightPoint);
Assert.AreEqual(new Point2D(bottomLeftX, bottomLeftZ), slice.BottomLeftPoint);
Assert.AreEqual(new Point2D(bottomRightX, bottomRightZ), slice.BottomRightPoint);
Assert.AreEqual(cohesion, slice.Cohesion);
Assert.AreEqual(frictionAngle, slice.FrictionAngle);
Assert.AreEqual(criticalPressure, slice.CriticalPressure);
Assert.AreEqual(overConsolidationRatio, slice.OverConsolidationRatio);
Assert.AreEqual(pop, slice.Pop);
Assert.AreEqual(degreeOfConsolidationPorePressureSoil, slice.DegreeOfConsolidationPorePressureSoil);
Assert.AreEqual(degreeOfConsolidationPorePressureLoad, slice.DegreeOfConsolidationPorePressureLoad);
Assert.AreEqual(dilatancy, slice.Dilatancy);
Assert.AreEqual(externalLoad, slice.ExternalLoad);
Assert.AreEqual(hydrostaticPorePressure, slice.HydrostaticPorePressure);
Assert.AreEqual(leftForce, slice.LeftForce);
Assert.AreEqual(leftForceAngle, slice.LeftForceAngle);
Assert.AreEqual(leftForceY, slice.LeftForceY);
Assert.AreEqual(rightForce, slice.RightForce);
Assert.AreEqual(rightForceAngle, slice.RightForceAngle);
Assert.AreEqual(rightForceY, slice.RightForceY);
Assert.AreEqual(loadStress, slice.LoadStress);
Assert.AreEqual(normalStress, slice.NormalStress);
Assert.AreEqual(porePressure, slice.PorePressure);
Assert.AreEqual(horizontalPorePressure, slice.HorizontalPorePressure);
Assert.AreEqual(verticalPorePressure, slice.VerticalPorePressure);
Assert.AreEqual(piezometricPorePressure, slice.PiezometricPorePressure);
Assert.AreEqual(effectiveStress, slice.EffectiveStress);
Assert.AreEqual(excessPorePressure, slice.ExcessPorePressure);
Assert.AreEqual(shearStress, slice.ShearStress);
Assert.AreEqual(soilStress, slice.SoilStress);
Assert.AreEqual(totalPorePressure, slice.TotalPorePressure);
Assert.AreEqual(totalStress, slice.TotalStress);
Assert.AreEqual(weight, slice.Weight);
}
