1. Mroz Z, Zienkiewicz O. Uniform formulation of constitutive equation for clays and sands. In: Desai CS, Gallagher RH, editors. Mechanics of Engineering Materials; 1984. p. 415–49.
2. Generalized plasticity and the modelling of soil behaviour;Pastor;Int J Numer Anal Methods Geomech,1990
3. Modelling of sand behaviour: cyclic loading, anisotropy and localization;Pastor,1993
4. Modelling of diffuse failure mechanisms of catastrophic landslides;Fernandez Merodo;Comput Methods Appl Mech Eng,2004
5. Elasto-plastic constitutive laws generalised to partially saturated states;Bolzon;Géotechnique,1996