// 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 Ringtoets.Common.Data.Probabilistics; namespace Ringtoets.MacroStabilityInwards.Primitives { /// /// Factory for creating design variables based on probabilistic distributions for macro stability. /// public static class MacroStabilityInwardsSemiProbabilisticDesignVariableFactory { /// /// Creates the design variable for the volumic weight of the layer above the phreatic level. /// public static VariationCoefficientDesignVariable GetAbovePhreaticLevel(MacroStabilityInwardsSoilLayerData data) { return new VariationCoefficientLogNormalDistributionDesignVariable(data.AbovePhreaticLevel) { Percentile = 0.5 }; } /// /// Creates the design variable for the volumic weight of the layer below the phreatic level. /// public static VariationCoefficientDesignVariable GetBelowPhreaticLevel(MacroStabilityInwardsSoilLayerData data) { return new VariationCoefficientLogNormalDistributionDesignVariable(data.BelowPhreaticLevel) { Percentile = 0.5 }; } /// /// Creates the design variable for the cohesion. /// public static VariationCoefficientDesignVariable GetCohesion(MacroStabilityInwardsSoilLayerData data) { return new VariationCoefficientLogNormalDistributionDesignVariable(data.Cohesion) { Percentile = 0.05 }; } /// /// Creates the design variable for the friction angle. /// public static VariationCoefficientDesignVariable GetFrictionAngle(MacroStabilityInwardsSoilLayerData data) { return new VariationCoefficientLogNormalDistributionDesignVariable(data.FrictionAngle) { Percentile = 0.05 }; } /// /// Creates the design variable for the shear strength ratio. /// public static VariationCoefficientDesignVariable GetShearStrengthRatio(MacroStabilityInwardsSoilLayerData data) { return new VariationCoefficientLogNormalDistributionDesignVariable(data.ShearStrengthRatio) { Percentile = 0.05 }; } /// /// Creates the design variable for the strength increase component. /// public static VariationCoefficientDesignVariable GetStrengthIncreaseExponent(MacroStabilityInwardsSoilLayerData data) { return new VariationCoefficientLogNormalDistributionDesignVariable(data.StrengthIncreaseExponent) { Percentile = 0.05 }; } /// /// Creates the design variable for the POP. /// public static VariationCoefficientDesignVariable GetPop(MacroStabilityInwardsSoilLayerData data) { return new VariationCoefficientLogNormalDistributionDesignVariable(data.Pop) { Percentile = 0.05 }; } /// /// Creates the design variable for a preconsolidation stress definition. /// public static VariationCoefficientDesignVariable GetPreconsolidationStress(IMacroStabilityInwardsPreconsolidationStress preconsolidationStressUnderSurfaceLine) { return new VariationCoefficientLogNormalDistributionDesignVariable(preconsolidationStressUnderSurfaceLine.Stress) { Percentile = 0.05 }; } } }