中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Seismic impact of mainshock-aftershock sequences on underground caverns: A case study of dynamic response

文献类型:期刊论文

作者Chen, Pengfei1,4; Jiang, Quan1; Xiang, Tianbing3; Xia, Yong2; Hou, Dongqi2
刊名ENGINEERING FAILURE ANALYSIS
出版日期2025
卷号167页码:23
关键词YLB underground caverns Mainshock-aftershock sequences Seismic sensitivity index Multiple aftershocks NDR
ISSN号1350-6307
DOI10.1016/j.engfailanal.2024.109072
英文摘要At present, the seismic research of underground caverns mainly focuses on the mainshock effect, but ignores the aftershock hazard, and fails to fully consider that the cumulative damage after multiple earthquakes will reduce safety reserves of underground caverns. Therefore, based on incremental dynamic analysis method, this study selects real seismic records to construct single mainshock-aftershock sequence. The seismic response of underground cavern under single mainshock and single mainshock-aftershock is compared, and the sensitivity dominant index and seismic stress path of underground caverns under mainshock-aftershock is also expounded. Taking the Yingliangbao (YLB) hydropower caverns which experienced Luding MS6.8 earthquake as the research background. The mainshock-aftershock sequences with multiple aftershocks are constructed based on the real earthquake records in YLB area. The nonlinear dynamic response (NDR) of underground cavern under multiple mainshock-aftershock sequences is revealed. The results indicate that the residual displacement is more suitable as an evaluation index of the NDR of underground caverns under mainshock-aftershock than the peak displacement and yield zone volume. The residual displacement of underground cavern is related to the number of earthquake excitations, and multiple aftershock excitations will further increase the residual displacement of surrounding rock. The results can enrich the stability analysis and seismic design of underground caverns under mainshock-aftershock.
资助项目National Natural Science Foundation of China[52325905] ; Key Technology Research Projects of PowerChina[DJ-HXGG-2023-16] ; Key Technology Research Projects of PowerChina[DJ-HXGG-2023-04]
WOS研究方向Engineering ; Materials Science
语种英语
WOS记录号WOS:001361443000001
出版者PERGAMON-ELSEVIER SCIENCE LTD
源URL[http://119.78.100.198/handle/2S6PX9GI/43206]  
专题中科院武汉岩土力学所
通讯作者Jiang, Quan
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
2.Power China Chengdu Engn Corp Ltd, Chengdu 610072, Peoples R China
3.Power China Kunming Engn Corp Ltd, Kunming 650051, Peoples R China
4.Univ Chinese Acad Sci, Beijing 100049, Peoples R China
推荐引用方式
GB/T 7714
Chen, Pengfei,Jiang, Quan,Xiang, Tianbing,et al. Seismic impact of mainshock-aftershock sequences on underground caverns: A case study of dynamic response[J]. ENGINEERING FAILURE ANALYSIS,2025,167:23.
APA Chen, Pengfei,Jiang, Quan,Xiang, Tianbing,Xia, Yong,&Hou, Dongqi.(2025).Seismic impact of mainshock-aftershock sequences on underground caverns: A case study of dynamic response.ENGINEERING FAILURE ANALYSIS,167,23.
MLA Chen, Pengfei,et al."Seismic impact of mainshock-aftershock sequences on underground caverns: A case study of dynamic response".ENGINEERING FAILURE ANALYSIS 167(2025):23.

入库方式: OAI收割

来源:武汉岩土力学研究所

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