Effect of soil properties on the response of pile to underground explosion
This paper develops and presents a fully coupled nonlinear finite element (FE) procedure to treat the response of piles to ground shocks induced by underground explosions. The Arbitrary Lagrange Euler coupling formulation is used in the study with proper state material parameters and equations. Pile...
Saved in:
Main Authors: | Jayasinghe, Laddu Bhagya, Thambiratnam, David, Perera, Nimal J., Jayasooriya, Ruwan |
---|---|
其他作者: | School of Civil and Environmental Engineering |
格式: | Article |
語言: | English |
出版: |
2015
|
主題: | |
在線閱讀: | https://hdl.handle.net/10356/97958 http://hdl.handle.net/10220/25635 |
標簽: |
添加標簽
沒有標簽, 成為第一個標記此記錄!
|
相似書籍
-
Blast induced ground shock effects on pile foundations
由: Jayasinghe, Laddu Bhagya, et al.
出版: (2015) -
Computer simulation of underground blast response of pile in saturated soil
由: Jayasinghe, Laddu Bhagya, et al.
出版: (2017) -
Blast response and failure analysis of pile foundations subjected to surface explosion
由: Jayasinghe, Laddu Bhagya, et al.
出版: (2017) -
Performance of Pile Groups Subjected to Surface Explosion
由: Jayasinghe, Laddu Bhagya, et al.
出版: (2017) -
Blast response of reinforced concrete pile using fully coupled computer simulation techniques
由: Jayasinghe, Laddu Bhagya, et al.
出版: (2017)