Health-Degree Model for Stagger-Joint-Assembled Shield Tunnel Linings Based on Diametral Deformation in Soft-Soil Areas-Reference-Cited by-同舟云学术

Health-Degree Model for Stagger-Joint-Assembled Shield Tunnel Linings Based on Diametral Deformation in Soft-Soil Areas

Published:2023-06 Issue:3 Volume:37 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Tian Zhiyao¹,Xu Pingbao²,Gong Quanmei³,Zhao Yu²,Zhou Shunhua⁴

Affiliation:

1. Ph.D. Candidate, Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Tongji Univ., Shanghai 201804, China; Ph.D. Candidate, Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji Univ., Shanghai 201804, China.

2. Ph.D. Candidate, Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Tongji Univ., Shanghai 201804, China.

3. Professor, Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Tongji Univ., Shanghai 201804, China (corresponding author).

4. Professor, Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Tongji Univ., Shanghai 201804, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPCFEV.CFENG-3903

Reference34 articles.

1. BTS (British Tunneling Society). 2004. Tunnel lining design guide. London: Thomas Telford.

3. Response of a Taipei Rapid Transit System (TRTS) tunnel to adjacent excavation

4. Investigation on deformation behavior and failure mechanism of a segmental ring in shield tunnels based on elaborate numerical simulation

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