中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Investigation on Dynamical Mechanics, Energy Dissipation, and Microstructural Characteristics of Cemented Tailings Backfill under SHPB Tests

文献类型:期刊论文

作者Zheng, Di2,3; Song, Weidong2,3; Cao, Shuai2,3; Li, Jiajian2,3; Sun LJ(孙立娟)1
刊名MINERALS
出版日期2021-05-01
卷号11期号:5页码:13
关键词cemented tailings backfill (CTB) split Hopkinson pressure bar (SHPB) dynamical characteristics energy dissipation micro-computer tomography
DOI10.3390/min11050542
通讯作者Cao, Shuai(sandy_cao@ustb.edu.cn)
英文摘要As mining depth increases, the backfill mining method is more and more widely used in underground mines. The dynamic load generated by the blasting can affect the stability of the cemented tailings backfill (CTB). The CTB samples were prepared to conduct a test of the split Hopkinson pressure bar (SHPB) to investigate the dynamic disturbance of CTB. The present paper discusses dynamical mechanics, energy dissipation, and microstructure analysis of CTB. Micro-computer tomography (micro-CT) scanning of CTB samples after the SHPB test was performed to analyze the evolution of internal cracks. The experimental results showed that when the average strain rate (ASR) increased from 30 to 98 s(-1), the dynamic uniaxial compression strength (DUCS) of the CTB showed a trend of first increasing and decreasing with the increase in ASR. The dynamic stress-strain pre-peak curve of CTB directly enters the linear elastic stage. As ASR increases, the absorbed energy of the CTB shows a trend of first increasing and then decreasing. Moreover, according to the micro-CT scanning results, the crack area of CTB accounts for about 16% of the sample near the incident bar and about 1% near the transmitted bar. The crack area ratio is exponentially related to the specimen height. These findings can provide reasonable dynamical CTB strength data selection for underground pillar mining.
分类号二类
WOS关键词X-RAY CT ; STRENGTH DEVELOPMENT ; PASTE BACKFILL ; PORE STRUCTURE ; FLY-ASH ; BEHAVIOR ; EVOLUTION ; VISCOSITY ; FIBER
资助项目National Natural Science Foundation of China[51804017] ; National Natural Science Foundation of China[51974012] ; Opening Fund of State Key Laboratory of Nonlinear Mechanics[LNM202009] ; Fundamental Research Funds for Central Universities[FRF-TP-20-001A2]
WOS研究方向Geochemistry & Geophysics ; Mineralogy ; Mining & Mineral Processing
语种英语
WOS记录号WOS:000662397700001
资助机构National Natural Science Foundation of China ; Opening Fund of State Key Laboratory of Nonlinear Mechanics ; Fundamental Research Funds for Central Universities
其他责任者Cao, Shuai
源URL[http://dspace.imech.ac.cn/handle/311007/86964]  
专题力学研究所_非线性力学国家重点实验室
作者单位1.Chinese Acad Sci, State Key Lab Nonlinear Mech LNM, Inst Mech, Beijing 100190, Peoples R China
2.Univ Sci & Technol Beijing, State Key Lab High Efficient Min & Safety Met Min, Minist Educ, Beijing 100083, Peoples R China;
3.Univ Sci & Technol Beijing, Sch Civil & Resources Engn, Beijing 100083, Peoples R China;
推荐引用方式
GB/T 7714
Zheng, Di,Song, Weidong,Cao, Shuai,et al. Investigation on Dynamical Mechanics, Energy Dissipation, and Microstructural Characteristics of Cemented Tailings Backfill under SHPB Tests[J]. MINERALS,2021,11(5):13.
APA Zheng, Di,Song, Weidong,Cao, Shuai,Li, Jiajian,&孙立娟.(2021).Investigation on Dynamical Mechanics, Energy Dissipation, and Microstructural Characteristics of Cemented Tailings Backfill under SHPB Tests.MINERALS,11(5),13.
MLA Zheng, Di,et al."Investigation on Dynamical Mechanics, Energy Dissipation, and Microstructural Characteristics of Cemented Tailings Backfill under SHPB Tests".MINERALS 11.5(2021):13.

入库方式: OAI收割

来源:力学研究所

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