Particle breakage of granular soils: changing critical state line and constitutive modelling
Chen‐Xi Tong, Mingyue Zhai, Haichao Li, Sheng Zhang, Daichao Sheng
Topics & Concepts
BreakageConstitutive equationParticle (ecology)Void ratioMechanicsSolid mechanicsParticle-size distributionMaterials scienceGeotechnical engineeringState variableStiffnessSoil waterCritical state soil mechanicsStatistical physicsParticle sizeStructural engineeringEngineeringPhysicsGeologyComposite materialFinite element methodThermodynamicsSoil scienceOceanographyChemical engineeringGeotechnical Engineering and Soil MechanicsGeotechnical Engineering and Soil StabilizationSoil and Unsaturated Flow