A two-surface plasticity model for cyclic behavior of saturated clay

Author:

Chen Ren-PengORCID,Zhu Shu,Hong Peng-Yun,Cheng Wei,Cui Yu-Jun

Funder

National Key Research and Development Program of China

National Natural Science Foundation of China

Provincial Key Research and Development Program of Hunan

Industrial Technology and Development Program of Zhongjian Tunnel Construction Co., Ltd.

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference42 articles.

1. Al-Tabbaa A (1987) Permeability and stress-strain response of Speswhite kaolin. Ph. D Thesis, University of Cambridge, UK

2. Al-Tabbaa A, Wood DM (1989) An experimentally based bubble model for clay. Numer Methods Geomech NUMOG III:91–99

3. Baldi G, Hueckel T, Peano A, Pellegrini R (1991) Developments in modelling of thermo-hydro-geomechanical behaviour of boom clay and clay-based buffer materials. In: Commission of the European communities. European Commission, Brussels, Belgium

4. Dafalias YF (1986) Bounding surface plasticity. I: Mathematical foundation and hypoplasticity. J Eng Mech 112(9):966–987

5. Dafalias YF, Herrmann L (1980) A bounding surface soil plasticity model. In: International symposium on soils under cyclic and transsient loading, vol 1, Swansea, pp 335–345

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