中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Spalling failure of deep hard rock caverns

文献类型:期刊论文

作者Su, Guoshao2,3,4; Chen, Yanxiang2; Jiang, Quan1; Li, Chongjin2; Cai, Wei2
刊名JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING
出版日期2023-08-01
卷号15期号:8页码:2083-2104
关键词Spalling failure Hard rock Cavern Tunnel Rock test Numerical simulation
ISSN号1674-7755
DOI10.1016/j.jrmge.2022.11.021
英文摘要Spalling is a typical brittle failure phenomenon of hard rock in deep caverns under high geostress. In this study, key issues are systematically studied concerning the spalling failure of deep hard rock caverns. First, the prismatic rock specimens with small thicknesses (i.e. width x thickness x height: 20 mm x 50 mm x 100 mm) are employed in our tests which not only successfully simulate the spalling failure of hard rock in the laboratory but also obtain a reasonable spalling strength similar to that of the rock mass. Then, a series of spalling experiments is carried out to investigate the mechanism of spalling failure of deep hard rock caverns. Our results show that the intermediate principal stress, weak dynamic disturbances, and rock microstructure have significant effects on the spalling failure. The spalling strength is approximately (0.3-0.8)UCS, where UCS is the uniaxial compressive strength of the cylindrical rock sample with a diameter of around 50 mm. The spalling strength increases first and then decreases with increasing intermediate principal stress. Moreover, an empirical spalling strength criterion and a numerical method of spalling failure are proposed. This numerical method can not only simulate the spalling failure zone formed by tangential compressive stress concentration after excavation under different intermediate principal stresses, but also successfully simulate the failure transition from tensile mode to shear mode associated with confinement change in deep hard rock caverns. Furthermore, an acoustic emission-based early warning method using neural network is proposed to predict the spalling failure. Finally, a technical roadmap for preventing and controlling spalling failure of deep hard rock caverns is presented after summarizing the successful experiences in a typical engineering case. (C) 2023 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
资助项目National Natural Science Foundation of China[52169021] ; National Natural Science Foundation of China[51869003] ; Interdisciplinary Scientific Research Foundation of Guangxi University, China[2022JCA004]
WOS研究方向Engineering
语种英语
WOS记录号WOS:001070903400014
出版者SCIENCE PRESS
源URL[http://119.78.100.198/handle/2S6PX9GI/39576]  
专题中科院武汉岩土力学所
通讯作者Li, Chongjin
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
2.Guangxi Univ, Minist Educ, Key Lab Disaster Prevent & Struct Safety, Nanning 530004, Peoples R China
3.Guangxi Univ, Guangxi Prov Engn Res Ctr Water Secur Intelligent, Nanning 530004, Peoples R China
4.Guangxi Univ, Guangxi Key Lab Disaster Prevent & Engn Safety, Nanning 530004, Peoples R China
推荐引用方式
GB/T 7714
Su, Guoshao,Chen, Yanxiang,Jiang, Quan,et al. Spalling failure of deep hard rock caverns[J]. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING,2023,15(8):2083-2104.
APA Su, Guoshao,Chen, Yanxiang,Jiang, Quan,Li, Chongjin,&Cai, Wei.(2023).Spalling failure of deep hard rock caverns.JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING,15(8),2083-2104.
MLA Su, Guoshao,et al."Spalling failure of deep hard rock caverns".JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING 15.8(2023):2083-2104.

入库方式: OAI收割

来源:武汉岩土力学研究所

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