Dynamic Response Simulation of the Pile-soil Composite Foundation and Adjacent Metro Tunnel under High-speed Train Load

Objective As a typical vibration load, the vibration load caused by high-speed train running will induce dynamic response of the pile-soil foundation and the adjacent structures. It is necessary to study the characteristics of the dynamic response of the pile-soil composite foundation and the adjace...

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Bibliographic Details

Published in:	Chengshi guidao jiaotong yanjiu
Main Author:	LI Tuanshe
Format:	Article
Language:	Chinese
Published:	Urban Mass Transit Magazine Press 2024-06-01
Subjects:	metro tunnel train load of high-speed railway dynamic response control threshold
Online Access:	https://umt1998.tongji.edu.cn/journal/paper/doi/10.16037/j.1007-869x.2024.06.019.html