Simplified Method for Predicting the Shield Tunnel Longitudinal Responses to Over-Crossing Tunneling Considering Circumferential Joint Effect-Reference-Cited by-同舟云学术

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Simplified Method for Predicting the Shield Tunnel Longitudinal Responses to Over-Crossing Tunneling Considering Circumferential Joint Effect

Published:2024-07 Issue:7 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liang Rongzhu¹^ORCID,Zhang Zhiwei²^ORCID,Li Zhongchao³,Cao Shian⁴,El Naggar M. Hesham⁵^ORCID,Xiao Mingzhao³,Wu Wenbing⁶

Affiliation:

1. Associate Professor, Faculty of Engineering, China Univ. of Geosciences, Wuhan, Hubei 430074, China (corresponding author). ORCID: .

2. Ph.D. Candidate, Faculty of Engineering, China Univ. of Geosciences, Wuhan, Hubei 430074, China. ORCID: .

3. Wuhan Municipal Construction Group Co., Ltd., Wuhan, Hubei 430023, China.

4. Ph.D. Candidate, Faculty of Engineering, China Univ. of Geosciences, Wuhan, Hubei 430074, China.

5. Professor, Geotechnical Research Centre, Dept. of Civil and Environmental Engineering, The Univ. of Western Ontario, London, ON, Canada N6A 5B9. ORCID: .

6. Professor, Faculty of Engineering, China Univ. of Geosciences, Wuhan, Hubei 430074, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8963

Reference36 articles.

1. Numerical investigation of the effects of tunnelling on existing tunnels

2. Analytical solution for a jointed shield tunnel lining reinforced by secondary linings

3. Effects of twin tunnels construction beneath existing shield-driven twin tunnels

4. A simplified elastic analysis of tunnel-piled structure interaction

5. Laboratory Test of EPB Shield Tunneling in Mixed-Face Conditions

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