An anisotropic critical state soil plasticity model

DOI10.1016/0093-6413(86)90047-9zbMath0613.73027OpenAlexW2060297502MaRDI QIDQ1819591

Yannis F. Dafalias

Publication date: 1986

Published in: Mechanics Research Communications (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0093-6413(86)90047-9

zbMATH Keywords

differential equationcritical state soil mechanicsanisotropic consolidationevolution law for the anisotropic variablegeneralization to the multiaxial stress spaceintegrated in closed formrate of plastic work dissipation equationtriaxial p-q spaceundrained strength

Mathematics Subject Classification ID

Anisotropy in solid mechanics (74E10) Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99)

Related Items (8)

A framework of an anisotropic elastoplastic model for clays ⋮ Fabric, force and strength anisotropies in granular materials: a micromechanical insight ⋮ Microstructural modelling of stress-dependent behaviour of Clay ⋮ The effect of anisotropy and plastic spin on fold formations ⋮ On implicit integration of the bounding surface model based on swell-shrink rules ⋮ Micromechanical analysis of kinematic hardening in natural clay ⋮ Explicit Integration Algorithm of the Bounding Surface Model Based on Swell–Shrink Rules for Cyclic Behaviors of Clay ⋮ A destructuration theory and its application to SANICLAY model

This page was built for publication: An anisotropic critical state soil plasticity model