Study on Occurrence Mechanism of Coal Pillar in L-Shaped Zone during Fully Mechanized Mining Period and Prevention Technology

In order to study the occurrence mechanism of rock burst in L-shaped zone during a fully mechanized mining period, the No. 705 working face which is located in Baojishan Colliery is taken as a typical engineering background. By means of in situ investigation, theoretical analysis, numerical simulati...

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Main Authors: Zeng-qiang Yang, Hong-mei Wang, De-quan Sun, Xian-jian Ma, Ming-bao Xu, Nai-xin Si
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2021/6638009
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author Zeng-qiang Yang
Hong-mei Wang
De-quan Sun
Xian-jian Ma
Ming-bao Xu
Nai-xin Si
author_facet Zeng-qiang Yang
Hong-mei Wang
De-quan Sun
Xian-jian Ma
Ming-bao Xu
Nai-xin Si
author_sort Zeng-qiang Yang
collection DOAJ
description In order to study the occurrence mechanism of rock burst in L-shaped zone during a fully mechanized mining period, the No. 705 working face which is located in Baojishan Colliery is taken as a typical engineering background. By means of in situ investigation, theoretical analysis, numerical simulation, in situ tests, and relevant monitoring methods, the occurrence mechanism of rock burst and corresponding prevention technology are studied. The results show that a coal pillar with some confining pressure in the L-shaped zone is established by FLAC3D numerical simulation software, and the numerical simulation results indicate that the change in static load has a greater effect than dynamic load on coal pillar unstable failure; the static load plays a role in storing energy, and dynamic load plays a role in inducing rock burst; the bolt-mesh-cable support and high-pressure water jet unloading combined technology is put forward to prevent rock burst in roadways, and the numerical simulation results show that stress distribution of surrounding rock meets the model of strong-soft-strong (3S) structure, and the moment distribution is reasonable. In the follow-up mining, a limit value of coal fines is used to determine that this measure is a reasonable method to prevent rock burst. The study conclusions provide theoretical foundation and new guidance for preventing rock burst by synergistic effect technology in roadways.
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id doaj-art-09deac7c6c1d4ab0a1d51738d6b465d5
institution Kabale University
issn 1070-9622
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language English
publishDate 2021-01-01
publisher Wiley
record_format Article
series Shock and Vibration
spelling doaj-art-09deac7c6c1d4ab0a1d51738d6b465d52025-02-03T06:05:43ZengWileyShock and Vibration1070-96221875-92032021-01-01202110.1155/2021/66380096638009Study on Occurrence Mechanism of Coal Pillar in L-Shaped Zone during Fully Mechanized Mining Period and Prevention TechnologyZeng-qiang Yang0Hong-mei Wang1De-quan Sun2Xian-jian Ma3Ming-bao Xu4Nai-xin Si5Shandong Province Engineering Laboratory of Deep Mine Rockburst Disaster Assessment, Jinan, Shandong 250104, ChinaShandong Province Engineering Laboratory of Deep Mine Rockburst Disaster Assessment, Jinan, Shandong 250104, ChinaShandong Province Engineering Laboratory of Deep Mine Rockburst Disaster Assessment, Jinan, Shandong 250104, ChinaShandong Province Engineering Laboratory of Deep Mine Rockburst Disaster Assessment, Jinan, Shandong 250104, ChinaShandong Province Engineering Laboratory of Deep Mine Rockburst Disaster Assessment, Jinan, Shandong 250104, ChinaShandong Province Engineering Laboratory of Deep Mine Rockburst Disaster Assessment, Jinan, Shandong 250104, ChinaIn order to study the occurrence mechanism of rock burst in L-shaped zone during a fully mechanized mining period, the No. 705 working face which is located in Baojishan Colliery is taken as a typical engineering background. By means of in situ investigation, theoretical analysis, numerical simulation, in situ tests, and relevant monitoring methods, the occurrence mechanism of rock burst and corresponding prevention technology are studied. The results show that a coal pillar with some confining pressure in the L-shaped zone is established by FLAC3D numerical simulation software, and the numerical simulation results indicate that the change in static load has a greater effect than dynamic load on coal pillar unstable failure; the static load plays a role in storing energy, and dynamic load plays a role in inducing rock burst; the bolt-mesh-cable support and high-pressure water jet unloading combined technology is put forward to prevent rock burst in roadways, and the numerical simulation results show that stress distribution of surrounding rock meets the model of strong-soft-strong (3S) structure, and the moment distribution is reasonable. In the follow-up mining, a limit value of coal fines is used to determine that this measure is a reasonable method to prevent rock burst. The study conclusions provide theoretical foundation and new guidance for preventing rock burst by synergistic effect technology in roadways.http://dx.doi.org/10.1155/2021/6638009
spellingShingle Zeng-qiang Yang
Hong-mei Wang
De-quan Sun
Xian-jian Ma
Ming-bao Xu
Nai-xin Si
Study on Occurrence Mechanism of Coal Pillar in L-Shaped Zone during Fully Mechanized Mining Period and Prevention Technology
Shock and Vibration
title Study on Occurrence Mechanism of Coal Pillar in L-Shaped Zone during Fully Mechanized Mining Period and Prevention Technology
title_full Study on Occurrence Mechanism of Coal Pillar in L-Shaped Zone during Fully Mechanized Mining Period and Prevention Technology
title_fullStr Study on Occurrence Mechanism of Coal Pillar in L-Shaped Zone during Fully Mechanized Mining Period and Prevention Technology
title_full_unstemmed Study on Occurrence Mechanism of Coal Pillar in L-Shaped Zone during Fully Mechanized Mining Period and Prevention Technology
title_short Study on Occurrence Mechanism of Coal Pillar in L-Shaped Zone during Fully Mechanized Mining Period and Prevention Technology
title_sort study on occurrence mechanism of coal pillar in l shaped zone during fully mechanized mining period and prevention technology
url http://dx.doi.org/10.1155/2021/6638009
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