// 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.Linq;
using Deltares.WTIStability.Data.Geo;
using Ringtoets.MacroStabilityInwards.Primitives;
namespace Ringtoets.MacroStabilityInwards.KernelWrapper.Creators
{
///
/// Creates instances which are required by the .
///
internal static class MacroStabilityInwardsSoilCreator
{
///
/// Creates a based on information contained in the profile ,
/// which can be used in the .
///
/// The from
/// which to take the information.
/// A new with information taken from the .
/// Thrown when is null.
/// Thrown when
/// has an type that can't be converted to .
public static Soil[] Create(MacroStabilityInwardsSoilProfileUnderSurfaceLine profile)
{
if (profile == null)
{
throw new ArgumentNullException(nameof(profile));
}
return profile.LayersUnderSurfaceLine.Select(l =>
{
MacroStabilityInwardsSoilLayerPropertiesUnderSurfaceLine properties = l.Properties;
return new Soil(properties.MaterialName)
{
UsePop = properties.UsePop,
ShearStrengthModel = ConvertShearStrengthModel(properties.ShearStrengthModel),
AbovePhreaticLevel = properties.AbovePhreaticLevelDesignVariable,
BelowPhreaticLevel = properties.BelowPhreaticLevelDesignVariable,
Cohesion = properties.CohesionDesignVariable,
FrictionAngle = properties.FrictionAngleDesignVariable,
RatioCuPc = properties.ShearStrengthRatioDesignVariable,
StrengthIncreaseExponent = properties.StrengthIncreaseExponentDesignVariable,
PoP = properties.PopDesignVariable
};
}).ToArray();
}
private static ShearStrengthModel ConvertShearStrengthModel(MacroStabilityInwardsShearStrengthModel shearStrengthModel)
{
switch (shearStrengthModel)
{
case MacroStabilityInwardsShearStrengthModel.None:
return ShearStrengthModel.None;
case MacroStabilityInwardsShearStrengthModel.SuCalculated:
return ShearStrengthModel.CuCalculated;
case MacroStabilityInwardsShearStrengthModel.CPhi:
return ShearStrengthModel.CPhi;
case MacroStabilityInwardsShearStrengthModel.CPhiOrSuCalculated:
return ShearStrengthModel.CPhiOrCuCalculated;
default:
throw new NotSupportedException();
}
}
}
}