// Copyright (C) Stichting Deltares 2025. All rights reserved.
// 
// This file is part of the Dam Engine.
// 
// The Dam Engine is free software: you can redistribute it and/or modify
// it under the terms of the GNU Affero 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 Affero General Public License for more details.
// 
// You should have received a copy of the GNU Affero General Public License
// along with this program. If not, see <http://www.gnu.org/licenses/>.
// 
// 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 Deltares.DamEngine.Data.Geometry;
using Deltares.DamEngine.Data.Geotechnics;

namespace Deltares.DamEngine.Data.General.Results;

/// <summary>
/// Class to hold all result values per slice (stability calculations)
/// </summary>
public class StabilityResultSlice
{
    /// <summary>
    /// The top left point
    /// </summary>
    public Point2D TopLeftPoint;

    /// <summary>
    /// The top right point
    /// </summary>
    public Point2D TopRightPoint;

    /// <summary>
    /// The bottom left point
    /// </summary>
    public Point2D BottomLeftPoint;

    /// <summary>
    /// The bottom right point
    /// </summary>
    public Point2D BottomRightPoint;

    /// <summary>
    /// The name
    /// </summary>
    public string Name;

    /// <summary>
    /// The width
    /// </summary>
    public double Width;

    /// <summary>
    /// The arc length
    /// </summary>
    public double ArcLength;

    /// <summary>
    /// The top angle
    /// </summary>
    public double TopAngle;

    /// <summary>
    /// The bottom angle
    /// </summary>
    public double BottomAngle;

    /// <summary>
    /// The input cohesion
    /// </summary>
    public double CohesionInput;

    /// <summary>
    /// The output cohesion
    /// </summary>
    public double CohesionOutput;

    /// <summary>
    /// The input friction angle
    /// </summary>
    public double FrictionAngleInput;

    /// <summary>
    /// The output friction angle
    /// </summary>
    public double FrictionAngleOutput;

    /// <summary>
    /// The yield stress
    /// </summary>
    public double YieldStress;

    /// <summary>
    /// The ocr
    /// </summary>
    public double OCR;

    /// <summary>
    /// The pop
    /// </summary>
    public double POP;

    /// <summary>
    /// The degree of consolidation pore pressure
    /// </summary>
    public double DegreeOfConsolidationPorePressure;

    /// <summary>
    /// The pore pressure due to degree of consolidation load
    /// </summary>
    public double PorePressureDueToDegreeOfConsolidationLoad;

    /// <summary>
    /// The input dilatancy
    /// </summary>
    public double DilatancyInput;

    /// <summary>
    /// The external load
    /// </summary>
    public double ExternalLoad;

    /// <summary>
    /// The hydrostatic pore pressure
    /// </summary>
    public double HydrostaticPorePressure;

    /// <summary>
    /// The left force
    /// </summary>
    public double LeftForce;

    /// <summary>
    /// The left force angle
    /// </summary>
    public double LeftForceAngle;

    /// <summary>
    /// The left force y
    /// </summary>
    public double LeftForceY;

    /// <summary>
    /// The right force
    /// </summary>
    public double RightForce;

    /// <summary>
    /// The right force angle
    /// </summary>
    public double RightForceAngle;

    /// <summary>
    /// The right force y
    /// </summary>
    public double RightForceY;

    /// <summary>
    /// The load stress
    /// </summary>
    public double LoadStress;

    /// <summary>
    /// The normal stress
    /// </summary>
    public double NormalStress;

    /// <summary>
    /// The pore pressure
    /// </summary>
    public double PorePressure;

    /// <summary>
    /// The horizontal pore pressure
    /// </summary>
    public double HorizontalPorePressure;

    /// <summary>
    /// The vertical pore pressure
    /// </summary>
    public double VerticalPorePressure;

    /// <summary>
    /// The piezometric pore pressure
    /// </summary>
    public double PiezometricPorePressure;

    /// <summary>
    /// The effective stress
    /// </summary>
    public double EffectiveStress;

    /// <summary>
    /// The excess pore pressure
    /// </summary>
    public double ExcessPorePressure;

    /// <summary>
    /// The input shear stress
    /// </summary>
    public double ShearStressInput;

    /// <summary>
    /// The output shear stress
    /// </summary>
    public double ShearStressOutput;

    /// <summary>
    /// The soil stress
    /// </summary>
    public double SoilStress;

    /// <summary>
    /// The total pore pressure
    /// </summary>
    public double TotalPorePressure;

    /// <summary>
    /// The total stress
    /// </summary>
    public double TotalStress;

    /// <summary>
    /// The weight
    /// </summary>
    public double Weight;

    /// <summary>
    /// The input su
    /// </summary>
    public double SuInput;

    /// <summary>
    /// The output su
    /// </summary>
    public double SuOutput;

    /// <summary>
    /// The shear strength model
    /// </summary>
    public ShearStrengthModel ShearStrengthModel;

    /// <summary>
    /// The horizontal soil quake stress
    /// </summary>
    public double HorizontalSoilQuakeStress;

    /// <summary>
    /// The strength increase exponent
    /// </summary>
    public double StrengthIncreaseExponent;

    /// <summary>
    /// The uplift factor
    /// </summary>
    public double UpliftFactor;

    /// <summary>
    /// The vertical soil quake stress
    /// </summary>
    public double VerticalSoilQuakeStress;

    /// <summary>
    /// The water quake stress
    /// </summary>
    public double WaterQuakeStress;

    /// <summary>
    /// The uplift reduction factor
    /// </summary>
    public double UpliftReductionFactor;

    /// <summary>
    /// The ratio cu pc
    /// </summary>
    public double RatioCuPc;

    /// <summary>
    /// The resultant force
    /// </summary>
    public double ResultantForce;

    /// <summary>
    /// The resultant moment
    /// </summary>
    public double ResultantMoment;

    /// <summary>
    /// The resultant angle
    /// </summary>
    public double ResultantAngle;
}