Unsaturated elasto-plastic constitutive equations for compacted kaolin under consolidated drained and shearing-infiltration conditions

Author:

Rahardjo Harianto,Cong Thang Nguyen,Kim Yongmin,Leong Eng-Choon

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference32 articles.

1. Alonso, E.E., Gens, A., Hight, D.W.A., 1987. Special Problem Soils. In: Proceedings of the 9th European Conference on Soil Mechanics and Foundation Engineering, Dublin, Vol. 3, pp. 1087–1146.

2. A constitutive model for partially saturated soils;Alonso;Géotechnique,1990

3. Elasto-plastic soil constitutive laws generalized to partially saturated states;Bolzon;Géotechnique,1996

4. A state-dependent elasto-plastic model for saturated and unsaturated soils;Chiu;Géotechnique,2003

5. Yielding and plastic behavior of unsaturated silt;Cui;Géotechnique,1996

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