论文信息 - ON YIELDING AND FLOW OF SAND; A GENERALIZED TWO-SURFACE MODEL

ON YIELDING AND FLOW OF SAND; A GENERALIZED TWO-SURFACE MODEL

Abstract This paper presents an extension to the concepts and ideas put forward in three articles by the first author and his colleagues during the 1966–1967 period [1]. An isotropic-kinematic hardening rule for sand is proposed applicable to both monotonic and cyclic loading conditions. It is based on the theory of bounding surface plasticity incorporating, as in the previous studies, a non-associated flow rule. A three dimensional formulation of the constitutive relation is provided and a comparison of the predicted behaviour and observed responses for a number of undrained loading programs is presented.

S. Pietruszczak | H. B. Poorooshasb

[1] Zenon Mróz,et al. A constitutive model for sand with anisotropic hardening rule , 1983 .

[2] Z. Mroz,et al. On hardening anisotropy of K0‐consolidated clays , 1983 .

[3] Mark Randolph,et al. On modelling the unloading-reloading behaviour of soils , 1978 .

[4] P. A. Vermeer,et al. A double hardening model for sand , 1978 .

[5] Gonzalo Castro,et al. Liquefaction of sands , 1969 .

[6] O. Zienkiewicz,et al. An anisotropic hardening model for soils and its application to cyclic loading , 1978 .

[7] Z. Mroz,et al. Description of Anisotropic Consolidation of Clays , 1982 .

[8] Egor P. Popov,et al. A model of nonlinearly hardening materials for complex loading , 1975 .

[9] R. D. Krieg. A Practical Two Surface Plasticity Theory , 1975 .