1P. V. Lade. Overview of Constitutive Models for Soils [ J ]. Proceedings of the Sessions of the Geo- Frontiers 2005 Congress, 2005,1 - 34.
2Ronald B. J. Brinkgreve. A Review of Basic Soil Constitutive Models for Geoteehnieal Application [ J ]. Soil Constitutive Models: Evaluation, Selection, and Calibration, 2005:69-98.
6Yong Hon-Yim Ko. Proceedings of the Workshop on Limit Equilibrium, Plasticity, and Generalized Stress-Strain in Geotechnical Engineering [ A ]. Proceedings of the Workshop on Limit Equilibrium, Plasticity, and Generalized Stress-Strain in Geotechnical Engineering, McGill University: New York, N. Y. : American Society of Civil Engineers, 1980:28-30.
8GUO P, WAN R. A rational approach to stress-dilatancy modelling using an explicit micromechanical formulation [C]// EXADAKTYLOS G E, VARDOULAKIS I G Proceedings of the 7th International Workshop on "Bifurcations, Instabilities, Degradation In Geomechanics" [M]. Springer-Verlag Berlin Heidelberg, 2007:201 - 230.
9COLLINS I F, MUHIUNTHAN B, TAI A T T, PENDER M J. The concept of a 'Reynolds-Taylor state' and the mechanics of sands[J]. Geotechnique, 2007, 57(5): 437 - 447.
10BOLTON M D. The strength and dilatancy of sands[J]. Geotechnique, 1986, 36(1): 65 - 78.
