Seismic Response Analysis of Anchor Joint in Shield–Driven Tunnel Considering Soil–Structure Interaction

Seismic Response Analysis of Anchor Joint in Shield–Driven Tunnel Considering Soil–Structure Interaction

The seismic behavior of the anchor joint in shield-driven tunnel is very difficult to determine with the conventional methods due to the extensive simplifications. This paper proposed an improved approach to investigate the seismic response of the anchor joint, considering both the soil-structure-in...

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Bibliographic Details
Main Authors: Gaole Zhang, Wenjun Zhang, Jianbing Qi, Rongjian Niu, Chi Zhang
Format: Article
Language:English
Published: MDPI AG 2022-06-01
Series:Applied Sciences
Subjects:
shield tunnel
anchor joint
seismic response
numerical analysis
soil–structure interaction
Online Access:https://www.mdpi.com/2076-3417/12/13/6362

Internet

https://www.mdpi.com/2076-3417/12/13/6362

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