/// <summary>
/// Creates a calculated scenario for which the surface line on the input intersects with <paramref name="section"/>.
/// </summary>
/// <param name="section">The section for which an intersection will be created.</param>
/// <returns>A new <see cref="MacroStabilityInwardsCalculationScenario"/>.</returns>
/// <exception cref="ArgumentNullException">Thrown when <paramref name="section"/> is <c>null</c>.</exception>
public static MacroStabilityInwardsCalculationScenario CreateMacroStabilityInwardsCalculationScenario(FailureMechanismSection section)
{
MacroStabilityInwardsCalculationScenario scenario = CreateNotCalculatedMacroStabilityInwardsCalculationScenario(section);
scenario.Output = MacroStabilityInwardsOutputTestFactory.CreateRandomOutput();
return(scenario);
}
/// <summary>
/// Creates a calculated scenario for which the surface line on the input intersects with <paramref name="section"/>.
/// </summary>
/// <param name="factorOfStability">The value for <see cref="MacroStabilityInwardsOutput.FactorOfStability"/>.</param>
/// <param name="section">The section for which an intersection will be created.</param>
/// <returns>A new <see cref="MacroStabilityInwardsCalculationScenario"/>.</returns>
/// <exception cref="ArgumentNullException">Thrown when <paramref name="section"/> is <c>null</c>.</exception>
public static MacroStabilityInwardsCalculationScenario CreateMacroStabilityInwardsCalculationScenario(double factorOfStability,
FailureMechanismSection section)
{
MacroStabilityInwardsCalculationScenario scenario = CreateNotCalculatedMacroStabilityInwardsCalculationScenario(section);
scenario.Output = MacroStabilityInwardsOutputTestFactory.CreateOutput(new MacroStabilityInwardsOutput.ConstructionProperties
{
FactorOfStability = factorOfStability
});
return(scenario);
}
/// <summary>
/// Configures a <see cref="MacroStabilityInwardsFailureMechanism"/> to a fully configured failure
/// mechanism with all possible parent and nested calculation configurations.
/// </summary>
/// <param name="failureMechanism">The failure mechanism to be updated.</param>
/// <param name="hydraulicBoundaryLocation">The hydraulic boundary location used
/// by calculations.</param>
/// <remarks>This method assumes <paramref name="failureMechanism"/> is a newly
/// created instance.</remarks>
public static void ConfigureFailureMechanismWithAllCalculationConfigurations(MacroStabilityInwardsFailureMechanism failureMechanism,
HydraulicBoundaryLocation hydraulicBoundaryLocation)
{
var surfaceLine1 = new MacroStabilityInwardsSurfaceLine("Line A")
{
ReferenceLineIntersectionWorldPoint = new Point2D(0, 5)
};
surfaceLine1.SetGeometry(new[]
{
new Point3D(0, 0, 0),
new Point3D(0, 10, 0)
});
var surfaceLine2 = new MacroStabilityInwardsSurfaceLine("Line B")
{
ReferenceLineIntersectionWorldPoint = new Point2D(10, 5)
};
surfaceLine2.SetGeometry(new[]
{
new Point3D(10, 0, 0),
new Point3D(10, 10, 0)
});
failureMechanism.SurfaceLines.AddRange(new[]
{
surfaceLine1,
surfaceLine2
}, "some/path/to/surfacelines");
var stochasticSoilModel1 = new MacroStabilityInwardsStochasticSoilModel("A", new[]
{
new Point2D(-5, 5),
new Point2D(5, 5)
}, new[]
{
new MacroStabilityInwardsStochasticSoilProfile(1.0, new MacroStabilityInwardsSoilProfile1D("test", 3, new[]
{
new MacroStabilityInwardsSoilLayer1D(4)
}))
});
var stochasticSoilModel2 = new MacroStabilityInwardsStochasticSoilModel("C", new[]
{
new Point2D(5, 5),
new Point2D(15, 5)
}, new[]
{
new MacroStabilityInwardsStochasticSoilProfile(1.0, new MacroStabilityInwardsSoilProfile2D("test", new[]
{
new MacroStabilityInwardsSoilLayer2D(new Ring(new[]
{
new Point2D(0, 0),
new Point2D(1, 0),
new Point2D(0, 0)
}))
}, Enumerable.Empty <MacroStabilityInwardsPreconsolidationStress>()))
});
failureMechanism.StochasticSoilModels.AddRange(new[]
{
stochasticSoilModel1,
stochasticSoilModel2
}, "some/path/to/stochasticsoilmodels");
var calculation = new MacroStabilityInwardsCalculationScenario();
var calculationWithOutput = new MacroStabilityInwardsCalculationScenario
{
InputParameters =
{
HydraulicBoundaryLocation = hydraulicBoundaryLocation,
SurfaceLine = surfaceLine1,
StochasticSoilModel = stochasticSoilModel1
},
Output = MacroStabilityInwardsOutputTestFactory.CreateOutput()
};
var calculationWithSurfaceLineAndSoilModel = new MacroStabilityInwardsCalculationScenario
{
InputParameters =
{
HydraulicBoundaryLocation = hydraulicBoundaryLocation,
SurfaceLine = surfaceLine1,
StochasticSoilModel = stochasticSoilModel1,
StochasticSoilProfile = stochasticSoilModel1.StochasticSoilProfiles.ElementAt(0)
}
};
var calculationWithOutputAndHydraulicBoundaryLocation = new MacroStabilityInwardsCalculationScenario
{
InputParameters =
{
HydraulicBoundaryLocation = hydraulicBoundaryLocation,
SurfaceLine = surfaceLine2,
StochasticSoilModel = stochasticSoilModel2
},
Output = MacroStabilityInwardsOutputTestFactory.CreateOutput()
};
var calculationWithHydraulicBoundaryLocation = new MacroStabilityInwardsCalculationScenario
{
InputParameters =
{
HydraulicBoundaryLocation = hydraulicBoundaryLocation
}
};
var calculationWithSurfaceLineAndStochasticSoilModel = new MacroStabilityInwardsCalculationScenario
{
InputParameters =
{
SurfaceLine = surfaceLine1,
StochasticSoilModel = stochasticSoilModel2,
StochasticSoilProfile = stochasticSoilModel2.StochasticSoilProfiles.ElementAt(0)
}
};
var subCalculation = new MacroStabilityInwardsCalculationScenario();
var subCalculationWithOutput = new MacroStabilityInwardsCalculationScenario
{
InputParameters =
{
HydraulicBoundaryLocation = hydraulicBoundaryLocation,
SurfaceLine = surfaceLine2,
StochasticSoilModel = stochasticSoilModel2,
StochasticSoilProfile = stochasticSoilModel2.StochasticSoilProfiles.ElementAt(0)
},
Output = MacroStabilityInwardsOutputTestFactory.CreateOutput()
};
var subCalculationWithOutputAndHydraulicBoundaryLocation = new MacroStabilityInwardsCalculationScenario
{
InputParameters =
{
HydraulicBoundaryLocation = hydraulicBoundaryLocation,
SurfaceLine = surfaceLine1,
StochasticSoilModel = stochasticSoilModel1,
StochasticSoilProfile = stochasticSoilModel1.StochasticSoilProfiles.ElementAt(0)
},
Output = MacroStabilityInwardsOutputTestFactory.CreateOutput()
};
var subCalculationWithHydraulicBoundaryLocation = new MacroStabilityInwardsCalculationScenario
{
InputParameters =
{
HydraulicBoundaryLocation = hydraulicBoundaryLocation
}
};
var subCalculationWithSurfaceLineAndStochasticSoilModel = new MacroStabilityInwardsCalculationScenario
{
InputParameters =
{
SurfaceLine = surfaceLine1,
StochasticSoilModel = stochasticSoilModel2,
StochasticSoilProfile = stochasticSoilModel2.StochasticSoilProfiles.ElementAt(0)
}
};
failureMechanism.CalculationsGroup.Children.Add(calculation);
failureMechanism.CalculationsGroup.Children.Add(calculationWithOutput);
failureMechanism.CalculationsGroup.Children.Add(calculationWithSurfaceLineAndSoilModel);
failureMechanism.CalculationsGroup.Children.Add(calculationWithOutputAndHydraulicBoundaryLocation);
failureMechanism.CalculationsGroup.Children.Add(calculationWithSurfaceLineAndStochasticSoilModel);
failureMechanism.CalculationsGroup.Children.Add(calculationWithHydraulicBoundaryLocation);
failureMechanism.CalculationsGroup.Children.Add(new CalculationGroup
{
Children =
{
subCalculation,
subCalculationWithOutput,
subCalculationWithOutputAndHydraulicBoundaryLocation,
subCalculationWithHydraulicBoundaryLocation,
subCalculationWithSurfaceLineAndStochasticSoilModel
}
});
var section1 = new FailureMechanismSection("1",
new[]
{
new Point2D(-1, -1),
new Point2D(5, 5)
});
var section2 = new FailureMechanismSection("2",
new[]
{
new Point2D(5, 5),
new Point2D(15, 15)
});
failureMechanism.SetSections(new[]
{
section1,
section2
}, "path/to/sections");
}
