// Copyright (C) Stichting Deltares 2017. All rights reserved.
//
// This file is part of Ringtoets.
//
// Ringtoets is free software: you can redistribute it and/or modify
// it under the terms of the GNU General Public License as published by
// the Free Software Foundation, either version 3 of the License, or
// (at your option) any later version.
//
// This program is distributed in the hope that it will be useful,
// but WITHOUT ANY WARRANTY; without even the implied warranty of
// MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
// GNU General Public License for more details.
//
// You should have received a copy of the GNU General Public License
// along with this program. If not, see .
//
// All names, logos, and references to "Deltares" are registered trademarks of
// Stichting Deltares and remain full property of Stichting Deltares at all times.
// All rights reserved.
using System;
using System.ComponentModel;
using System.Linq;
using Core.Common.TestUtil;
using Deltares.WTIStability.Data.Geo;
using NUnit.Framework;
using Ringtoets.MacroStabilityInwards.KernelWrapper.Creators;
using Ringtoets.MacroStabilityInwards.Primitives;
using Point2D = Core.Common.Base.Geometry.Point2D;
namespace Ringtoets.MacroStabilityInwards.KernelWrapper.Test.Creators
{
[TestFixture]
public class MacroStabilityInwardsSoilCreatorTest
{
[Test]
public void Create_ProfileNull_ThrowsArgumentNullException()
{
// Call
TestDelegate call = () => MacroStabilityInwardsSoilCreator.Create(null);
// Assert
var exception = Assert.Throws(call);
Assert.AreEqual("profile", exception.ParamName);
}
[Test]
public void Create_ProfileWithLayers_ReturnsProfileWithLayers()
{
// Setup
var profile = new MacroStabilityInwardsSoilProfileUnderSurfaceLine(new[]
{
new MacroStabilityInwardsSoilLayerUnderSurfaceLine(new[]
{
new Point2D(0, 0),
new Point2D(1, 1)
}, new TestMacroStabilityInwardsSoilLayerPropertiesUnderSurfaceLine(
new MacroStabilityInwardsSoilLayerPropertiesUnderSurfaceLine.ConstructionProperties
{
UsePop = true,
ShearStrengthModel = MacroStabilityInwardsShearStrengthModel.CPhi,
MaterialName = "Sand",
})),
new MacroStabilityInwardsSoilLayerUnderSurfaceLine(new[]
{
new Point2D(0, 0),
new Point2D(1, 1)
}, new TestMacroStabilityInwardsSoilLayerPropertiesUnderSurfaceLine(
new MacroStabilityInwardsSoilLayerPropertiesUnderSurfaceLine.ConstructionProperties
{
UsePop = true,
ShearStrengthModel = MacroStabilityInwardsShearStrengthModel.CPhiOrSuCalculated,
MaterialName = "Clay"
})),
new MacroStabilityInwardsSoilLayerUnderSurfaceLine(new[]
{
new Point2D(0, 0),
new Point2D(1, 1)
}, new TestMacroStabilityInwardsSoilLayerPropertiesUnderSurfaceLine(
new MacroStabilityInwardsSoilLayerPropertiesUnderSurfaceLine.ConstructionProperties
{
UsePop = true,
ShearStrengthModel = MacroStabilityInwardsShearStrengthModel.SuCalculated,
MaterialName = "Grass"
}))
});
// Call
Soil[] soils = MacroStabilityInwardsSoilCreator.Create(profile);
// Assert
Assert.AreEqual(3, soils.Length);
CollectionAssert.AreEqual(profile.LayersUnderSurfaceLine.Select(l => l.Properties.UsePop), soils.Select(s => s.UsePop));
CollectionAssert.AreEqual(profile.LayersUnderSurfaceLine.Select(l => l.Properties.MaterialName), soils.Select(s => s.Name));
CollectionAssert.AreEqual(new[]
{
ShearStrengthModel.CPhi,
ShearStrengthModel.CPhiOrCuCalculated,
ShearStrengthModel.CuCalculated
}, soils.Select(s => s.ShearStrengthModel));
CollectionAssert.AreEqual(profile.LayersUnderSurfaceLine.Select(l => l.Properties.AbovePhreaticLevelDesignVariable.Value), soils.Select(s => s.AbovePhreaticLevel));
CollectionAssert.AreEqual(profile.LayersUnderSurfaceLine.Select(l => l.Properties.BelowPhreaticLevelDesignVariable.Value), soils.Select(s => s.BelowPhreaticLevel));
CollectionAssert.AreEqual(profile.LayersUnderSurfaceLine.Select(l => l.Properties.CohesionDesignVariable.Value), soils.Select(s => s.Cohesion));
CollectionAssert.AreEqual(profile.LayersUnderSurfaceLine.Select(l => l.Properties.FrictionAngleDesignVariable.Value), soils.Select(s => s.FrictionAngle));
CollectionAssert.AreEqual(profile.LayersUnderSurfaceLine.Select(l => l.Properties.ShearStrengthRatioDesignVariable.Value), soils.Select(s => s.RatioCuPc));
CollectionAssert.AreEqual(profile.LayersUnderSurfaceLine.Select(l => l.Properties.StrengthIncreaseExponentDesignVariable.Value), soils.Select(s => s.StrengthIncreaseExponent));
CollectionAssert.AreEqual(profile.LayersUnderSurfaceLine.Select(l => l.Properties.PopDesignVariable.Value), soils.Select(s => s.PoP));
}
[Test]
public void Create_InvalidShearStrengthModel_ThrowInvalidEnumArgumentException()
{
// Setup
var profile = new MacroStabilityInwardsSoilProfileUnderSurfaceLine(new[]
{
new MacroStabilityInwardsSoilLayerUnderSurfaceLine(new[]
{
new Point2D(0, 0),
new Point2D(1, 1)
}, new MacroStabilityInwardsSoilLayerPropertiesUnderSurfaceLine(new MacroStabilityInwardsSoilLayerPropertiesUnderSurfaceLine.ConstructionProperties
{
ShearStrengthModel = (MacroStabilityInwardsShearStrengthModel) 99
}))
});
// Call
TestDelegate test = () => MacroStabilityInwardsSoilCreator.Create(profile);
// Assert
string message = $"The value of argument 'shearStrengthModel' ({99}) is invalid for Enum type '{typeof(MacroStabilityInwardsShearStrengthModel).Name}'.";
TestHelper.AssertThrowsArgumentExceptionAndTestMessage(test, message);
}
private class TestMacroStabilityInwardsSoilLayerPropertiesUnderSurfaceLine : MacroStabilityInwardsSoilLayerPropertiesUnderSurfaceLine
{
public TestMacroStabilityInwardsSoilLayerPropertiesUnderSurfaceLine(ConstructionProperties properties)
: base(properties)
{
var random = new Random(21);
AbovePhreaticLevelDesignVariable = random.NextRoundedDouble();
BelowPhreaticLevelDesignVariable = random.NextRoundedDouble();
CohesionDesignVariable = random.NextRoundedDouble();
FrictionAngleDesignVariable = random.NextRoundedDouble();
ShearStrengthRatioDesignVariable = random.NextRoundedDouble();
StrengthIncreaseExponentDesignVariable = random.NextRoundedDouble();
PopDesignVariable = random.NextRoundedDouble();
}
}
}
}