1. Bahda F, Pastor M, Saitta A (1997) A double hardening model based on generalized plasticity and state parameters for cyclic loading of sands. In: Pietruszczak S, Pande GN, Balkema AA (eds) Numerical models in Geomechanics. The Netherlands, Rotterdam, pp 33–38
2. Bolzon G, Schrefler BA, Zienkiewicz OC (1996) Elastoplastic soil constitutive laws generalized to partially saturated states. Geotechnique 46(2):279–289
3. Chambon R (1989) Une classe de lois de compartement incrementelement non lineaire pour les sols non visqueux, resolution de quelques problemes de coherences. C R Acad Sci 308:1571–1576
4. Chambon R (2001) Incremental behaviour of a simple deviatoric constitutive CLoE model. In: Mühlhaus HB et al (eds) Bifurcation and localization theory in geomechanics. Lisse, Swets, pp 21–28
5. Cola S, Tonni L (2007) Adapting a generalized plasticity model to reproduce the stress-strain response of silty soils forming the Venice lagoon basin. In: Geomechanics: laboratory testing, modeling and applications. A collection of papers of the geotechnical symposium in Rome, Springer, (16–17 March 2006), 146: 743–756