Technical Papers
Jun 8, 2022

Bayesian Estimation of Rock Mechanical Parameter and Stability Analysis for a Large Underground Cavern

Publication: International Journal of Geomechanics
Volume 22, Issue 8

Abstract

The uncertainty rock mechanical parameters (i.e., deformation and strength parameters) is an important factor in the safety estimation and support design of underground engineering. Ignoring this uncertainty could allow potential risks to the structure. To address this challenge, this paper develops and verifies a Bayesian approach for a rock’s mechanical parameters estimation by integrating limited site data and prior knowledge, and the integrated knowledge is then transformed into a large number of equivalent samples of the rock’s parameters. The experimental data of marble from triaxial compression tests are first used to verify this method, and the results show that this method can effectively estimate the distribution of the marble’s deformation and strength parameters under the condition of small samples. Further, the probability distribution of rock mass parameters is obtained with the help of Hoek–Brown criterion. Then, the random field of the rock mass with a large cavern is constructed according to the obtained parameter distribution, the influence of different autocorrelation distances is discussed, and the excavation-induced deformation’s statistical analysis is carried out. Finally, the failure of the surrounding rock is characterized probabilistically, which can be a reference to the reliability design of rock support in underground engineering.

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Acknowledgments

The authors gratefully acknowledge the financial support from the National Natural Science Foundation of China (Nos. U1965205 and 51779251) and S&T program of China Huaneng Group (No. HNKJ21-HF317). Jiang designed the study and wrote the content; Liu carried out the calculation, data analysis, and wrote the content; Zheng organized the experiment and technical analysis; Wang improved the data exhibition; Guo, Chen, and Xiong took part in the experimental analysis. All authors have read and approved the final manuscript.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 22Issue 8August 2022

History

Received: Oct 5, 2021
Accepted: Feb 25, 2022
Published online: Jun 8, 2022
Published in print: Aug 1, 2022
Discussion open until: Nov 8, 2022

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Authors

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Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China (corresponding author). ORCID: https://orcid.org/0000-0001-6039-9429. Email: [email protected]
Jian Liu
Ph.D. Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China.
Hong Zheng
Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.
Bin Wang
Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.
Zhi-Zhong Guo
Senior Engineer, Sichuan Huaneng Luding Hydropower Corporation Limited, Chengdu 610017, China.
Tao Chen
Senior Engineer, Sichuan Huaneng Luding Hydropower Corporation Limited, Chengdu 610017, China.
Xian-Tao Xiong
Senior Engineer, PowerChina Chengdu Engineering Corporation Limited, Chengdu 610017, China.

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