Auxiliary plastic potential approach in elastoplasticity for soils
- 1 September 2021
- journal article
- research article
- Published by Thomas Telford Ltd. in Géotechnique Letters
- Vol. 11 (3), 221-229
- https://doi.org/10.1680/jgele.20.00161
Abstract
The scope of this paper is to give an alternative to the use of an explicit plastic potential in elastoplastic models for soils. This is possible through the definition of a stress-dilatancy relationship and a simple expression for an auxiliary surface inlieu of a given expression of the plastic potential surface. This approach results in a flexible definition of the model and to very simple expressions of the auxiliary plastic potential derivatives.Keywords
This publication has 19 references indexed in Scilit:
- A yield criterion for isotropic and cross‐anisotropic cohesive‐frictional materialsInternational Journal for Numerical and Analytical Methods in Geomechanics, 2009
- A volume–stress model for sands under isotropic and critical stress statesCanadian Geotechnical Journal, 2008
- Implicit integration of a mixed isotropic–kinematic hardening plasticity model for structured claysInternational Journal for Numerical and Analytical Methods in Geomechanics, 2007
- Elastic moduli of soils dependent on pressure: a hyperelastic formulationGéotechnique, 2005
- Microscopic Interpretation on a Stress-Dilatancy Relationship of Granular MaterialsSoils and Foundations, 2003
- The Steady State of Sandy SoilsSoils and Foundations, 1996
- Stress Dilatancy of Sand at Small Stress Ratio StatesSoils and Foundations, 1990
- True Triaxial Tests on Normally Consolidated Clay and Analysis of the Observed Shear Behavior Using Elastoplastic Constitutive ModelsSoils and Foundations, 1986
- A Generalized Elastoplastic Constitutive Model for Clay in Three-Dimensional StressesSoils and Foundations, 1986
- A constitutive model for sand in triaxial compressionInternational Journal for Numerical and Analytical Methods in Geomechanics, 1979