Deformation features and failure mechanism of subsea shield tunnels with different burial depths crossing fault-zone-Reference-Cited by-同舟云学术

Deformation features and failure mechanism of subsea shield tunnels with different burial depths crossing fault-zone

Published:2023-05-19 Issue: Volume: Page:1-15
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Liu Qiushi¹^ORCID,Liu Zhiqing²,Xue Yiguo¹³,Zhang Guanda¹,Li Xin⁴,Zhou Binghua¹,Gong Huimin¹,Li Zhiqiang¹^ORCID

Affiliation:

1. Geotechnical and Structural Engineering Research Center, Shandong University, Jinan, China

2. CCCC Highway Consultants Co., Ltd, Beijing, China

3. School of Engineering and Technology, China University of Geosciences (Beijing), Beijing, China

4. Institute of Marine Science and Technology, Shandong University, Qingdao, Shandong, China

Funder

Natural Science Foundation of Shandong Province

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2023.2214132

Reference22 articles.

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4. Limit analysis of collapse mechanisms in cavities and tunnels according to the Hoek–Brown failure criterion

5. Gerdeen, J. C., V. W. Snyder, G. L. Viegelahn, and J. Parker. 1977. Design criteria for roof bolting plans using fully resin-grouted non-tensioned bolts to reinforce bedded mine roof. USBM, Contract No. Js366004. Michigan Technological University, vol. IV

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