Failure process of saturated granite residual soil slope: a 3D viscoelastic-plastic finite element modeling approach with nonstationary parameter creep
Jiancong Xu
Topics & Concepts
CreepGeotechnical engineeringRheologyConstitutive equationFinite element methodViscoelasticityGeologyResidualLandslideNonlinear systemMaterials scienceStructural engineeringEngineeringMathematicsComposite materialAlgorithmQuantum mechanicsPhysicsLandslides and related hazardsGeotechnical Engineering and AnalysisDam Engineering and Safety