Characteristics of constitutive relations in soil plasticity for undrained behavior
- 31 December 1992
- journal article
- Published by Elsevier in International Journal of Solids and Structures
- Vol. 29 (3) , 363-380
- https://doi.org/10.1016/0020-7683(92)90205-8
Abstract
No abstract availableThis publication has 8 references indexed in Scilit:
- A note on nonassociated plastic flow rulesInternational Journal of Plasticity, 1989
- Effects of voids and volume changes on the behaviour of frictional materialsInternational Journal for Numerical and Analytical Methods in Geomechanics, 1988
- Stability and bifurcation of undrained, plane rectilinear deformations on water‐saturated granular soilsInternational Journal for Numerical and Analytical Methods in Geomechanics, 1985
- Nonassociated and coupled flow rules of elastoplasticity for rock-like materialsInternational Journal of Rock Mechanics and Mining Sciences, 1979
- Application of an anisotropic hardening model in the analysis of elasto–plastic deformation of soilsGéotechnique, 1979
- Some basic stress diffusion solutions for fluid‐saturated elastic porous media with compressible constituentsReviews of Geophysics, 1976
- On the stability of dilatant hardening for saturated rock massesJournal of Geophysical Research, 1975
- A general theory of uniqueness and stability in elastic-plastic solidsJournal of the Mechanics and Physics of Solids, 1958