This paper includes a presentation of a numerical model for the description of the behavior of unsaturated sandy soils under cyclic loading with particular attention for liquefaction. The model is developed within the framework of the theory of Biot and the formulation of Coussy. It is also based on
A constitutive model for unsaturated cemented soils under cyclic loading
β Scribed by C. Yang; Y.J. Cui; J.M. Pereira; M.S. Huang
- Publisher
- Elsevier Science
- Year
- 2008
- Tongue
- English
- Weight
- 583 KB
- Volume
- 35
- Category
- Article
- ISSN
- 0266-352X
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