Microseismic response difference and failure analysis of roof and floor strata under dynamic load impact

被引:11
|
作者
Gai, Qiukai [1 ,2 ]
Gao, Yubing [1 ,2 ]
Huang, Lei [3 ]
Shen, Xingyu [4 ]
Li, Yubao [5 ]
机构
[1] China Univ Min & Technol Beijing, State Key Lab Geomech & Deep Underground Engn, Beijing 100083, Peoples R China
[2] China Univ Min & Technol Beijing, Sch Mech & Civil Engn, Beijing 100083, Peoples R China
[3] China Univ Min & Technol Beijing, Sch Energy & Min Engn, Beijing 100083, Peoples R China
[4] Beijing Inst Technol, State Key Lab Explos Sci & Technol, Beijing 100081, Peoples R China
[5] Hebei Key Lab Mine Microseism, Xingtai 054000, Peoples R China
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Microseismic; Energy variation coefficient; Two spatial factors; Dynamic load; Roof and floor; Failure evaluation; COAL-MINE; MECHANISM; ROCK; STRESS; FACE; SIMULATION; PREDICTION; BEHAVIOR; FRACTURE; ROADWAY;
D O I
10.1016/j.engfailanal.2022.106874
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The disaster induced by dynamic loads in the coal mining process seriously affects the safe production of coal mines. A new method for failure evaluation of roof and floor strata under dynamic load impact is proposed in this paper. The key roof strata breaking and periodic weighting experienced by the 9212 working face of the Dongpang Coal Mine in China while passing through the abandoned roadway is taken as the research background. Firstly, the research stages are divided through theoretical analysis and microseismic monitoring, and then the plane, profile distribution and spatial position relationship of microseismic events in different stages are analyzed. After that, the energy variation coefficient (CVE) and two spatial factors (S and alpha) are introduced to analyse the difference in the migration characteristics and damage degree of roof and floor strata under dynamic load impact. Then, the comprehensive weight is determined by principal component analysis and entropy weight method, and the failure evaluation model is established based on vulnerability index method; Finally, the risk grade zoning map of three stages is drawn by using ArcGIS technology. The research shows that the angle factor alpha can better describe the development direction of roof and floor fissures. The area factor S combined with the energy variation coefficient CVE can explain the development speed of fissures and the damage degree of coal and rock mass. According to the failure evaluation model, the corresponding risk degree of roof and floor in different stages can be comprehensively evaluated. The research results can be used as a reference for targeted disaster prevention and control in similar situations, such as large-area roof collapse and floor water inrush.
引用
收藏
页数:21
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