A simple constitutive model for granular soils: Modified stress-dilatancy approach

Author:

Wan R.G.,Guo P.J.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference41 articles.

1. Micromechanical aspects of isotropic granular assemblies with linear contact interactions;Bathurst;Journal of Applied Mechanics, ASME,1988

2. Mean-field inelastic behaviour of random array of identical spheres;Jenkins;Mechanics of Materials,1993

3. Soil mechanics and work-hardening theory of plasticity;Drucker;Trans. ASCE,1957

4. Yielding of clays in states wetter than critical;Roscoe;Geotechnique,1963

5. Yielding and flow of sand in triaxial compression: Part II and II;Poorooshasb;Canadian Geotechnical Journal,1967

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