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
โฆ LIBER โฆ
Numerical method to determine soil stiffness by cyclic load
โ Scribed by M. Parvizi; M. A. Qafari
- Book ID
- 113079628
- Publisher
- Springer
- Year
- 2012
- Tongue
- English
- Weight
- 259 KB
- Volume
- 48
- Category
- Article
- ISSN
- 0038-0741
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