Dynamic Response of Pile-Soil Foundation with an Adjacent Tunnel under the High-Speed Train Loads: A Case Study

Dynamic Response of Pile-Soil Foundation with an Adjacent Tunnel under the High-Speed Train Loads: A Case Study

In order to study the dynamic response characteristics of a pile-soil foundation when an adjacent tunnel exists, both model tests and numerical simulations were performed in this study. Taking the peak vibration acceleration, peak vibration velocity, and peak vibration displacement as the evaluation...

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Bibliographic Details
Main Authors: Qiang Xu, Yongquan Zhu, Shuo Xu, Haobo Fan, Dapeng Wang, Cong Wang, Mingming Zhang, Dandan Xing, Yong Li
Format: Article
Language:English
Published: MDPI AG 2022-07-01
Series:Applied Sciences
Subjects:
high-speed railway
adjacent tunnel
pile-soil foundation
dynamic response
model test
safety threshold
Online Access:https://www.mdpi.com/2076-3417/12/14/7170

Internet

https://www.mdpi.com/2076-3417/12/14/7170

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