Mechanism and Empirical Study of Rockburst in the Adjacent Area of a Fully Mechanized Top-Coal Caving Face Based on Microseismic Technology
-
Published:2023-05-22
Issue:10
Volume:13
Page:6317
-
ISSN:2076-3417
-
Container-title:Applied Sciences
-
language:en
-
Short-container-title:Applied Sciences
Author:
Zhu Quanjie1,
Sui Longkun2,
Yin Yongming3,
Liu Jinhai1,
Ouyang Zhenhua2ORCID,
Wang Dacang2
Affiliation:
1. School of Emergency Technology and Management, North China Institute of Science and Technology, Langfang 065201, China
2. School of Mine Safety, North China Institute of Science and Technology, Langfang 065201, China
3. China Academy of Safety Science and Technology, Beijing 100012, China
Abstract
Monitoring and providing warnings for coal mine rockburst disasters is a worldwide problem. Several rockburst accidents have occurred in a 1301 belt transport chute near a 1300 fully mechanized caving mine face. To address this issue, an empirical study of the occurrence mechanism of rockbursts in the adjacent area of the fully mechanized top-coal caving face was carried out. This paper mainly addresses the following issues: (1) based on microseismic monitoring technology, the distribution characteristics of the host-rock-supported pressure of the 1300 working face were measured, and the evolution and distribution of the deep-well caving working face host-rock-supported pressure were analyzed. It is revealed that the occurrence mechanism of rockburst in the adjacent area is actually caused by the evolution and superposition of the lateral abutment pressure of the 1300 stope, and the stress of the original rock along the 1301 belt transport down chute; (2) a theoretical calculation model of dynamic and static abutment pressure in longwall stope is built, and an example is tested. The results show that the peak position of lateral abutment pressure of the coal body outside the 1300 goaf is around 63 m, and the peak value of abutment pressure is around 47 MPa; (3) coal body stress monitoring, bolt dynamometer detection, and other means are compared and analyzed. At the same time, with the help of CT geophysical prospecting and drilling cutting measurements, it is concluded that the 1301 belt transport down chute is in the bearing pressure influence zone (superimposed zone), which further verifies the validity of microseismic analysis results and the accuracy of the above theoretical model. Based on this, the early warning system and prevention measures for rockburst based on microseismic monitoring are proposed. The engineering practice shows that the dynamic and static bearing pressure distribution and evolution law of the working face can be dynamically obtained by using microseismic technology, which provides a basis for the accurate prediction and treatment of rockbursts.
Funder
the Central Guidance on Local Science and Technology Development Fund of Hebei Province
S&T Program of Hebei
the Fundamental Research Funds for the Central Universities
Scientific Research Program of Colleges and Universities in Hebei Province
Subject
Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science
Reference52 articles.
1. Controlling mechanism of rock burst by CO2 fracturing blasting based on rock burst system;Lan;Shock Vib.,2020
2. Unified Mechanism of Rock Burst Induced by Coal Mine Earthquake and Its Activity and Response Characteristics;Lyu;Shock. Vib.,2023
3. Research on Mechanism of Rock Burst in Key Working Faces under Thick Magmatite in Deep Mine;Yang;Shock Vib.,2021
4. Zhou, J., Li, X., and Mitri, H. (2017, January 18–22). A critical survey of empirical methods for evaluating rockburst potential. Proceedings of the 15th IACMAG, Wuhan, China.
5. Solutions to prevent face spall and roof falling in fully mechanized longwall at underground mines, Vietnam. Min;Vu;Miner. Depos,2022