A bounding surface plasticity model for cyclic loading of granular soils

Author:

Khalili N.,Habte M. A.,Valliappan S.

Publisher

Wiley

Subject

Applied Mathematics,General Engineering,Numerical Analysis

Reference35 articles.

1. Incremental constitutive law for sands and clays: Simulations of monotonic and cyclic tests

2. . An incrementally non-linear constitutive law: assumptions and predictions. In Constitutive Relations for Soils, , , (eds). Balkema: Rotterdam, 1984; 385-403.

3. Generalized plasticity and the modelling of soil behaviour

4. Single hardening constitutive model for frictional materials II. Yield critirion and plastic work contours

5. , . Rotational kinematic hardening model for sand. In Numerical Methods in Geomechanics, , (eds). Balkema: Rotterdam, 1997; 9-14.

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