Plasticity models for soil, granular and jointed rock materials
From MaRDI portal
Publication:1197545
DOI10.1016/S0022-5096(05)80013-4zbMath0753.73070MaRDI QIDQ1197545
Publication date: 16 January 1993
Published in: Journal of the Mechanics and Physics of Solids (Search for Journal in Brave)
constitutive equationsirreversible dissipative deformationisotropic soilsplastic potential surfaceswork-hardening models
Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99)
Related Items (2)
Least squares methods for the mechanics of nonhomogeneous granular assemblies ⋮ Constitutive equations for planar deformations of rigid-plastic materials
Cites Work
- Unnamed Item
- Unnamed Item
- On Coulomb's law of failure in soils
- Initial planar deformation of dilatant granular materials
- Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces
- A theory of the kinematics of ideal soils under plane strain conditions
- Material symmetry restrictions on constitutive equations
- On isotropic functions of symmetric tensors, skew-symmetric tensors and vectors
- Three-dimensional constitutive equations for rigid/perfectly plastic granular materials
- Soil mechanics and plastic analysis or limit design
This page was built for publication: Plasticity models for soil, granular and jointed rock materials
