In-site core disking phenomenon and break mechanism of hard marble: Investigation in 2400 m deep-buried underground laboratory-Reference-Cited by-同舟云学术

In-site core disking phenomenon and break mechanism of hard marble: Investigation in 2400 m deep-buried underground laboratory

Published:2020-10 Issue:10 Volume:27 Page:2959-2970
ISSN:2095-2899
Container-title:Journal of Central South University
language:en
Short-container-title:J. Cent. South Univ.

Author:

Zhong Shan,Jiang Quan^ORCID,Liu Chang,Li Shao-jun,Qin Wei-min,Zhou Ji-fang,Sun Wen-liang

Publisher

Springer Science and Business Media LLC

Subject

Metals and Alloys,General Engineering

Link

http://link.springer.com/content/pdf/10.1007/s11771-020-4521-9.pdf

Reference31 articles.

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3. JIANG Q, FENG X T, LI S J, SU G S, XIAO Y X. Cracking-restraint design method for large underground caverns with hard rock under high geostress condition and its practical application [J]. Chinese Journal of Rock Mechanics and Engineering, 2019, 38(6): 1081–1100. DOI: https://doi.org/10.13722/j.cnki.jrme.2018.1147. (in Chinese)

4. LUO Yong, GONG Feng-qiang, LI Xi-bing, WANG Shan-yong. Experimental simulation investigation of influence of depth on spalling characteristics in circular hard rock tunnel [J]. Journal of Central South University, 2020, 27(3): 891–910. DOI: https://doi.org/10.1007/s11771-020-4339-5

5. BRADY B H G, BROWN E T. Monitoring rock mass performance [M]// Rock Mechanics. Dordrecht: Springer Netherlands, 1999: 491–517.

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