Study on the Impact of Adjacent Horizontal Unloading on the Security Zone and Tunnel Structure of an Operating Subway-Reference-Cited by-同舟云学术

Study on the Impact of Adjacent Horizontal Unloading on the Security Zone and Tunnel Structure of an Operating Subway

Published:2024-05 Issue:5 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Fu Yanbin¹,Wang Beiling²,Wu Hao³,Zhang Yanlong⁴,Lu Andian⁵,Huang Yelei³,Liang Ning³

Affiliation:

1. Associate Professor, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518061, China; Key Laboratory for Resilient Infrastructures of Coastal Cities (MOE), Shenzhen Univ., Shenzhen 518060, China (corresponding author).

2. Researcher, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518061, China.

3. College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518061, China.

4. Guangdong Provincial Key Laboratory of Tunnel Safety and Emergency Support Technology & Equipment, Guangdong, Guangzhou 511458, China.

5. Guangdong GDH Pearl River Delta Water Supply Co., Ltd., Guangdong, Guangzhou 511458, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9210

Reference18 articles.

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2. Simplified method for evaluating shield tunnel deformation due to adjacent excavation

3. Ground deformations and soil–structure interaction of a multi-propped excavation in Shanghai soft clays

4. Performance of Diaphragm Wall Constructed Using Top-Down Method

5. Pasternak, P. L. 1954. On a new method of analysis of an elastic foundation by means of two foundation constants. Moscow: Gosudarstvennoe Izdatelstro Liberaturi po Stroitelstvui Arkhitekture.