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
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| 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 |
| DOI | 10.1016/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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