This paper presents a thorough study of the behavior of inclined micropiles under seismic loading. Analysis is carried out using a full threedimensional finite element modeling. The soil media is assumed to be elastic with Rayleigh damping, while micropiles are modeled as 3D elastic beam elements. T
Seismic Behavior of Micropiles: Used as Foundation Support Elements: Three-Dimensional Finite Element Analysis
β Scribed by Shahrour, Isam; Sadek, Marwan; Ousta, Rami
- Book ID
- 127381195
- Publisher
- Transportation Research Board
- Year
- 2001
- Tongue
- English
- Weight
- 449 KB
- Volume
- 1772
- Category
- Article
- ISSN
- 0361-1981
- DOI
- 10.3141/1772-10
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