A fully coupled flow deformation model for cyclic analysis of unsaturated soils including hydraulic and mechanical hystereses

Author:

Khalili N.,Habte M.A.,Zargarbashi S.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference41 articles.

1. An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour;Gallipoli;Géotechnique,2003

2. Coupling of hydraulic hysteresis and stress–strain behaviour in unsaturated soils;Wheeler;Géotechnique,2003

3. Alonso EE, Lloret A, Gens A, Yang DQ. Experimental behaviour of highly expansive double structure clay. In: Proceedings of the 1st international conference on unsaturated soils, Paris, vol. 1; 1995. p. 11–6.

4. An elastoplastic hydromechanical model for unsaturated soils;Vaunat,2000

5. Remarks on the constitutive modelling of unsaturated soils;Jommi,2000

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