Horizontal Dynamic Response of Pile Group Foundation in Liquefied Soil Under Vertical Load
The horizontal vibration model of partially buried pile group under vertical load is established based on Biot saturated porous media theory, considering the flow characteristics of liquefied soil. Considering the pile-soil coupling and continuous displacement conditions, the pile interaction factor...
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Format: | Article |
Language: | zho |
Published: |
Editorial Office of Journal of Shanghai Jiao Tong University
2024-07-01
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Series: | Shanghai Jiaotong Daxue xuebao |
Subjects: | |
Online Access: | https://xuebao.sjtu.edu.cn/article/2024/1006-2467/1006-2467-58-7-1075.shtml |