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Dynamic Response of Lining Structure in a Long Tunnel with Different Adverse Geological Structure Zone Subjected to Non-Uniform Seismic Load
by Yongqiang Zhou 1, Hongchao Wang 2, Dingfeng Song 3,4, Qian Sheng 1,5, Xiaodong Fu 1,*, Haifeng Ding 1,5, Shaobo Chai 6 and Wei Yuan 7,*
1 State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
2 China Railway Eryuan Engineering Group Co., Ltd., Chengdu 610031, China
3 China State Construction International Investments (Hubei) Limited, Wuhan 430000, China
4 China State Construction International Holdings Limited, Hong Kong 999077, China
5 School of Engineering Science, University of Chinese Academy of Sciences, Beijing 100049, China
6 School of Civil Engineering, Chang’an University, Xi’an 710061, China
7 Key Laboratory of Roads and Railway Engineering Safety Control of Ministry of Education, Shijiazhuang Tiedao University, Shijiazhuang 050043, China
Academic Editors: Qi Wang, Bei Jiang, Xuezhen Wu and Hongke Gao
Received: 23 May 2022 / Revised: 15 June 2022 / Accepted: 20 June 2022 / Published: 23 June 2022
cover tunnel photo by: Matt Brown from London, England / CC BY
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https://www.mdpi.com/1996-1073/15/13/4599
Dynamic Response of Lining Structure in a Long Tunnel with Different Adverse Geological Structure Zone Subjected to Non-Uniform Seismic Load
www.mdpi.comThe damage of a long tunnel is found in parts with an adverse geological structure zone under an earthquake. The phenomenon is normally the consequence of a non-uniform seismic load. Thus, to reveal the mechanism of the phenomenon, the dynamic...