Abstract

Understanding initial in situ stress is important for studying rock burst or large deformation problems in tunnels under high geostress. Field measurements and inversions of the in situ stress field in the Baima tunnel were taken to determine key controlling factors on disturbance of the in situ stress field in fault areas. The measured results showed that the magnitude of the maximum principal stress at the fault decreased and the direction deflected. Numerical experiments showed that the fault type, fault direction, fault width, rock bedding direction, elastic modulus ratio of the surrounding rock to the fault, and principal stress ratio all had different effects on the stress field in the fault area. The on-site rock mass parameters were obtained through the conversion of the geological strength index, and the in situ stress field distribution in the fault area under the influence of combined factors was clarified by using the inversion method of multiple linear regression. This study showed that the more the actual geological characteristics of the site are considered, the more realistic and accurate the inversion results of the site stress field are.

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Acknowledgments

This research was supported by the High Speed Railway and Natural Science United Foundation of China (No. U1734205), the Transportation Science and Technology Project of Sichuan Province, China (No. 2019ZL09), and the CSCEC Technology R & D Plan of China (No. CSCEC-2021-Z-26).

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 23Issue 6June 2023

History

Received: May 13, 2022
Accepted: Jan 23, 2023
Published online: Apr 12, 2023
Published in print: Jun 1, 2023
Discussion open until: Sep 12, 2023

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Ph.D. Candidate, Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China. Email: [email protected]
Chuan He, M.ASCE [email protected]
Professor, Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China. Email: [email protected]
Professor, Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China (corresponding author). ORCID: https://orcid.org/0000-0001-5933-1304. Email: [email protected]
Ph.D. Candidate, Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China. Email: [email protected]
Jincheng Nie [email protected]
Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China. Email: [email protected]
Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China. Email: [email protected]
Jianfeng Fu [email protected]
Senior Engineer, Sichuan Mianjiu Expressway Co., Ltd., Chengdu 610041, China. Email: [email protected]
Longge Xiao [email protected]
Professorate Senior Engineer, China State Construction Engineering Corporation Co., Ltd., Beijing 100037, China. Email: [email protected]

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