This paper includes an analysis of the influence of soil plasticity on the seismic response of micropiles. Analysis is carried out using a global three-dimensional modeling in the time domain. The soil behavior is described using the non-associated Mohr-Coulomb criterion. Both the micropiles and the
Influence of structure plane size on seismic response of soil-structure interaction
✍ Scribed by Jiang, Xinliang; Zhang, Yanan
- Book ID
- 121616109
- Publisher
- Tianjin University
- Year
- 2013
- Tongue
- Chinese
- Weight
- 635 KB
- Volume
- 19
- Category
- Article
- ISSN
- 1006-4982
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