The effective flexural stiffness of segment joints in large‐diameter tunnel under various loading conditions-Reference-Cited by-同舟云学术

The effective flexural stiffness of segment joints in large‐diameter tunnel under various loading conditions

Published:2020-11-17 Issue:6 Volume:21 Page:2824-2835
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Huang Linchong¹^ORCID,Huang Shuai²,Lai Zhengshou²,Liang Yu¹^ORCID

Affiliation:

1. School of Aeronautics and Astronautics Sun Yat‐Sen University Shenzhen China

2. School of Intelligent Systems Engineering Sun Yat‐Sen University Shenzhen China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202000401

Reference21 articles.

1. The circular tunnel in elastic ground

2. Prefabricated lining, conceptional analysis and comparative studies for optimal solution;Teodor I;Int J Rock Mech Min,1995

3. S. J.Chen The analysis of the joint mechanism of shield‐driven tunnel lining M. Phil. Thesis Department of Geotechnics Tongji University China (1985).

4. Theoretical study of rotating stiffness of joint in shield tunnel segments;Jiang HS;Rock Mech Rock Eng,2004

5. Mechanical analysis of segment joint of shield tunnel and research on bilinear joint stiffness model;Zhu W;Rock Soil Mech,2006

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