A 3D bounding surface model for rockfill materials

DOI10.1007/S11431-011-4554-2zbMath1421.74074OpenAlexW2262964781MaRDI QIDQ2321159

MengCheng Liu, WeiCheng Shi, Yang Xiao, Jun-gao Zhu, HanLong Liu

Publication date: 28 August 2019

Published in: Science China. Technological Sciences (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11431-011-4554-2

zbMATH Keywords

constitutive modelstrengthdilatancy3D bounding surfacerockfill material

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Cites Work

• Modified Cam-Clay model incorporating unified nonlinear strength criterion
• A new elliptic-parabolic yield surface model revised by an adaptive criterion for granular soils
• Single hardening constitutive model for soil, rock and concrete
• An outline of hypoplasticity
• Generalized non-linear strength theory and transformed stress space
• Computational aspects of disturbed state constitutive models
• SANISAND: Simple anisotropic sand plasticity model
• A hierarchical approach for constitutive modelling of geologic materials
• Plastic Internal Variables Formalism of Cyclic Plasticity
• Analysis of the compression of structured soils using the disturbed state concept
• A simple hypoplastic constitutive model for sand
• A kinematic hardening constitutive model for sands: the multiaxial formulation
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