In this brief note.we have (a) introduced a very general formof plasticity definition; (b) indicated several types of modelsused for monotonic and transient loading of soil-like materials.which do not depend on time effects.The details of each form aregiven elsewhere but we believe that the new framework provides aneasier and more general interpretation of a variety of behaviourform.
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[1]
A model of nonlinearly hardening materials for complex loading[J] . Y. F. Dafalias,E. P. Popov.Acta Mechanica . 1975 (3)