中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Global stability coefficient of large underground caverns under static loading and earthquake wave condition

文献类型:期刊论文

作者Chen, Peng-fei1,4; Jiang, Quan4; Liu, Jian1,4; Li, Shao-jun4; Chen, Tao2; He, Ben-guo3
刊名JOURNAL OF CENTRAL SOUTH UNIVERSITY
出版日期2024-08-01
卷号31期号:8页码:2826-2843
关键词underground caverns global stability coefficient static-dynamic overload local instability
ISSN号2095-2899
DOI10.1007/s11771-024-5712-6
英文摘要Underground energy and resource development, deep underground energy storage and other projects involve the global stability of multiple interconnected cavern groups under internal and external dynamic disturbances. An evaluation method of the global stability coefficient of underground caverns based on static overload and dynamic overload was proposed. Firstly, the global failure criterion for caverns was defined based on its band connection of plastic-strain between multi-caverns. Then, overloading calculation of the boundary geostress and seismic intensity on the caverns model was carried out, and the critical unstable state of multi-caverns can be identified, if the plastic-strain band appeared between caverns during these overloading processes. Thus, the global stability coefficient for the multi-caverns under static loading and earthquake was obtained based on the corresponding overloading coefficient. Practical analysis for the Yingliangbao (YLB) hydraulic caverns indicated that this method can not only effectively obtain the global stability coefficient of caverns under static and dynamic earthquake conditions, but also identify the caverns' high-risk zone of local instability through localized plastic strain of surrounding rock. This study can provide some reference for the layout design and seismic optimization of underground cavern group.
资助项目National Key Research and Development Program of China[2023YFC2907204] ; National Natural Science Foundation of China[52325905] ; Key Technology Research Projects of Power China[DJ-HXGG-2023-16]
WOS研究方向Metallurgy & Metallurgical Engineering
语种英语
WOS记录号WOS:001338961200023
出版者JOURNAL OF CENTRAL SOUTH UNIV
源URL[http://119.78.100.198/handle/2S6PX9GI/42890]  
专题中科院武汉岩土力学所
通讯作者Jiang, Quan
作者单位1.Univ Chinese Acad Sci, Beijing 100049, Peoples R China
2.Power China Chengdu Engn Corp Ltd, Chengdu 610072, Peoples R China
3.Northeastern Univ, Key Lab Minist Educ Safe Min Deep Met Mines, Shenyang 110819, Peoples R China
4.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
推荐引用方式
GB/T 7714
Chen, Peng-fei,Jiang, Quan,Liu, Jian,et al. Global stability coefficient of large underground caverns under static loading and earthquake wave condition[J]. JOURNAL OF CENTRAL SOUTH UNIVERSITY,2024,31(8):2826-2843.
APA Chen, Peng-fei,Jiang, Quan,Liu, Jian,Li, Shao-jun,Chen, Tao,&He, Ben-guo.(2024).Global stability coefficient of large underground caverns under static loading and earthquake wave condition.JOURNAL OF CENTRAL SOUTH UNIVERSITY,31(8),2826-2843.
MLA Chen, Peng-fei,et al."Global stability coefficient of large underground caverns under static loading and earthquake wave condition".JOURNAL OF CENTRAL SOUTH UNIVERSITY 31.8(2024):2826-2843.

入库方式: OAI收割

来源:武汉岩土力学研究所

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