Theoretical Analysis of Longitudinal Vertical Displacement of Subway Tunnels Caused by the Construction of Steel Casings for Bridge Piles-Reference-Cited by-同舟云学术

Theoretical Analysis of Longitudinal Vertical Displacement of Subway Tunnels Caused by the Construction of Steel Casings for Bridge Piles

Published:2024-08 Issue:8 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Xiao¹,Ding Zhi²,He Shao-Heng¹,Yang Zhong-Xuan³,Zhang Shen⁴,Wu Yong⁵,Xia Tang-Dai³

Affiliation:

1. Ph.D. Student, College of Civil Engineering and Architecture, Zhejiang Univ., No. 866, Yuhangtang Rd., Hangzhou 310058, Zhejiang, China.

2. Professor, Dept. of Civil Engineering, Hangzhou City Univ., No. 51, Huzhou St., Hangzhou 310015, Zhejiang, China; Key Laboratory of Safe Construction and Intelligent Maintenance for Urban Shield Tunnels of Zhejiang Province, No. 51, Huzhou St., Hangzhou 310015, Zhejiang, China (corresponding author).

3. Professor, College of Civil Engineering and Architecture, Zhejiang Univ., No. 866, Yuhangtang Rd., Hangzhou 310058, Zhejiang, China.

4. Engineer, Zhejiang Huadong Surveying and Engineering Safety Co., Ltd., 199 Gaojiao Rd., Hangzhou 311122, Zhejiang, China.

5. Senior Engineer, Zhejiang Huadong Surveying and Engineering Safety Co., Ltd., 199 Gaojiao Rd., Hangzhou 311122, Zhejiang, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9202

Reference75 articles.

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4. Research on the influence of bridge pile construction on adjacent existing metro tunnels;Ding Z.;J. Railway Eng. Soc.,2018

5. Theoretical analysis on the deformation of existing tunnel caused by under-crossing of large-diameter slurry shield considering construction factors