A new approach to anisotropic, bounding surface plasticity: general formulation and simulations of natural and reconstituted clay behaviour-Reference-Cited by-同舟云学术

A new approach to anisotropic, bounding surface plasticity: general formulation and simulations of natural and reconstituted clay behaviour

Published:2001 Issue:3 Volume:25 Page:207-241
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Meth. Geomech.

Author:

Gajo A.,Muir Wood D.

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference39 articles.

1. Some deviations from isotropy in a lightly overconsolidated clay

2. Effects of stresses and time on yielding of clays. Proceedings of Ninth International Conference on Soil Mechanics and Foundation Engineering, Tokyo, JSSMFE, 1977, vol. 1, 319-326.

3. Yield states and stress–strain relationships in a natural plastic clay

4. Anisotropic elasticity and yielding of a natural plastic clay

5. The general and congruent effects of structure in natural soils and weak rocks

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