Experimental Investigation of Seismic Signal Characteristics Arising from Basal Stress Fluctuations in Granular Flow
文献类型:期刊论文
作者 | Yu, Xiao2,3; Chen, Zheng1; He, Siming2,3![]() |
刊名 | ROCK MECHANICS AND ROCK ENGINEERING
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出版日期 | 2024-10-14 |
页码 | 19 |
关键词 | Granular flows Inertia number Stress fluctuation Seismic signal |
ISSN号 | 0723-2632 |
DOI | 10.1007/s00603-024-04196-8 |
英文摘要 | Geophysical flows exhibit unique fluidity and rheological characteristics, with boundary interactions playing a crucial role in understanding granular flow mechanics and vibration monitoring. In this study, we conducted laboratory experiments to investigate the dynamic behavior and vibration characteristics of granular flow utilizing particle image velocimetry analysis, as well as basal three-component force and acceleration measurements. The results reveal that as the inertia number increases, the experimental flow transitions from a quasi-steady state to micro-acceleration, leading to intensified inter-particle collisions. Significant temporal synchronicity is observed in the envelope curves of stress fluctuations and seismic signals, highlighting their inherent interrelationships. Utilizing the diffusion method, we calculated seismic energy, which exhibits a strong positive correlation with normalized stress variations, with a power exponent of approximately 1.5. Additionally, the positive correlation between the inertia number and seismic energy emphasizes that stress fluctuations caused by particle collisions induce seismic behavior. These findings offer valuable insights into the dynamic evolution of stress fluctuations and seismic energy under flow conditions, enhancing our understanding of earthquake monitoring, stress feedback mechanisms, and the seismic signals generated by geophysical flows such as rock avalanches. Significant synchronization was observed in the time envelope curves of stress fluctuations and seismic signals.A positive correlation was found between the inertia number, normalized stress fluctuations, and seismic energy.A power-law relationship was identified between normalized stress fluctuations and seismic energy. |
WOS关键词 | SIZE DISTRIBUTIONS ; SEGREGATION ; LANDSLIDE ; DYNAMICS ; INSIGHTS ; BEHAVIOR |
资助项目 | National Key Research and Development program of China ; Major Program of the National Natural Science Foundation of China[42090051] ; Youth Innovation Promotion Association of the Chinese Academy of Sciences[2021373] ; [2022YFF0800604] |
WOS研究方向 | Engineering ; Geology |
语种 | 英语 |
WOS记录号 | WOS:001332528400002 |
出版者 | SPRINGER WIEN |
资助机构 | National Key Research and Development program of China ; Major Program of the National Natural Science Foundation of China ; Youth Innovation Promotion Association of the Chinese Academy of Sciences |
源URL | [http://ir.imde.ac.cn/handle/131551/58462] ![]() |
专题 | 成都山地灾害与环境研究所_山地灾害与地表过程重点实验室 |
通讯作者 | He, Siming; Wang, Dongpo |
作者单位 | 1.Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Prot, Chengdu 610059, Peoples R China 2.Univ Chinese Acad Sci, Beijing 100049, Peoples R China 3.Chinese Acad Sci, Inst Mt Hazards & Environm, State Key Lab Mt Hazards & Engn Safety, Chengdu 610299, Peoples R China |
推荐引用方式 GB/T 7714 | Yu, Xiao,Chen, Zheng,He, Siming,et al. Experimental Investigation of Seismic Signal Characteristics Arising from Basal Stress Fluctuations in Granular Flow[J]. ROCK MECHANICS AND ROCK ENGINEERING,2024:19. |
APA | Yu, Xiao,Chen, Zheng,He, Siming,Liu, Wei,&Wang, Dongpo.(2024).Experimental Investigation of Seismic Signal Characteristics Arising from Basal Stress Fluctuations in Granular Flow.ROCK MECHANICS AND ROCK ENGINEERING,19. |
MLA | Yu, Xiao,et al."Experimental Investigation of Seismic Signal Characteristics Arising from Basal Stress Fluctuations in Granular Flow".ROCK MECHANICS AND ROCK ENGINEERING (2024):19. |
入库方式: OAI收割
来源:成都山地灾害与环境研究所
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