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...

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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
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在線閱讀:https://hdl.handle.net/10356/97958
http://hdl.handle.net/10220/25635
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機構: Nanyang Technological University
語言: English