Author:
Yao Yangping,Tian Yichuan,Cui Wenjie,Luo Ting,Li Shanshan
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Reference49 articles.
1. Alonso EE, Gens A, Josa A (1990) A constitutive model for partially saturated soils. Géotechnique 40(3):405–430. https://doi.org/10.1680/geot.1990.40.3.405
2. Alonso EE, Lloret A, Gens A, Yang DQ (1995) Experimental behaviour of highly expansive double-structure clay. In: Proc 1st international conference on unsaturated soils 1: 11–6
3. Alonso EE, Vaunat J, Gens A (1999) Modelling the mechanical behaviour of expansive clays. Eng Geol 54(1–2):173–183. https://doi.org/10.1016/S0013-7952(99)00079-4
4. Chen R (2007) Experimental study and constitutive modelling of stress-dependent coupled hydraulic hysteresis and mechanical behaviour of an unsaturated soil. PhD thesis, The Hong Kong University of Science and Technology, China
5. Chiu CF, Ng CWW (2003) A state-dependent elastoplastic model for saturated and unsaturated soils. Géotechnique 53(9):809–829. https://doi.org/10.1680/geot.2003.53.9.809
Cited by
2 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献