Evaluation Method of Roof Damage Degree and a Case Study in Maoping Lead-Zinc Mine, Yunnan

With the continuous increase in the mining depth of underground mineral resources, the geological conditions encountered in mining have become more complex. The complex geological conditions have led to varying degrees of roof damage, especially the frequent occurrence of roof collapse accidents in...

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Main Authors: Jun Yang, Linke Qiao, Zhixiu Wang, Han Wang
Format: Article
Language:English
Published: Wiley 2022-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2022/4550866
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author Jun Yang
Linke Qiao
Zhixiu Wang
Han Wang
author_facet Jun Yang
Linke Qiao
Zhixiu Wang
Han Wang
author_sort Jun Yang
collection DOAJ
description With the continuous increase in the mining depth of underground mineral resources, the geological conditions encountered in mining have become more complex. The complex geological conditions have led to varying degrees of roof damage, especially the frequent occurrence of roof collapse accidents in metal mines, causing huge losses to mining enterprises. How to evaluate the risk of roof subsidence, falling, and even collapse under different geological conditions has become the primary issue. This article first selects the main evaluation indicators in the domestic and foreign roadway roof failure research literature for statistical analysis. Then, according to the statistical results, a classification approach of roof damage degree using the fuzzy comprehensive clustering method is established with roof rock strength, broken degree, roadway section size, buried depth, and roof sinking amount as evaluation indicators. The damage of the top plate is divided into five grades: minor damage, obvious damage, serious damage, extremely serious damage, and devastating damage. Finally, the established evaluation method was applied to the project site-supporting work of the 760 m main transport roadway in Yunnan Maoping Lead-Zinc Mine. The evaluation result is consistent with the actual situation on-site. The research results can provide a reference for the roof stability analysis under the background of this project and similar projects and at the same time help the next step in the classification control of different levels of roof stability and the design of the overall roadway support.
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institution Kabale University
issn 1875-9203
language English
publishDate 2022-01-01
publisher Wiley
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series Shock and Vibration
spelling doaj-art-94be5d6d58454a7bb50d51bb942257e72025-02-03T05:53:49ZengWileyShock and Vibration1875-92032022-01-01202210.1155/2022/4550866Evaluation Method of Roof Damage Degree and a Case Study in Maoping Lead-Zinc Mine, YunnanJun Yang0Linke Qiao1Zhixiu Wang2Han Wang3State Key Laboratory for Geomechanics and Deep Underground EngineeringState Key Laboratory for Geomechanics and Deep Underground EngineeringBGRIMM Technology GroupState Key Laboratory for Geomechanics and Deep Underground EngineeringWith the continuous increase in the mining depth of underground mineral resources, the geological conditions encountered in mining have become more complex. The complex geological conditions have led to varying degrees of roof damage, especially the frequent occurrence of roof collapse accidents in metal mines, causing huge losses to mining enterprises. How to evaluate the risk of roof subsidence, falling, and even collapse under different geological conditions has become the primary issue. This article first selects the main evaluation indicators in the domestic and foreign roadway roof failure research literature for statistical analysis. Then, according to the statistical results, a classification approach of roof damage degree using the fuzzy comprehensive clustering method is established with roof rock strength, broken degree, roadway section size, buried depth, and roof sinking amount as evaluation indicators. The damage of the top plate is divided into five grades: minor damage, obvious damage, serious damage, extremely serious damage, and devastating damage. Finally, the established evaluation method was applied to the project site-supporting work of the 760 m main transport roadway in Yunnan Maoping Lead-Zinc Mine. The evaluation result is consistent with the actual situation on-site. The research results can provide a reference for the roof stability analysis under the background of this project and similar projects and at the same time help the next step in the classification control of different levels of roof stability and the design of the overall roadway support.http://dx.doi.org/10.1155/2022/4550866
spellingShingle Jun Yang
Linke Qiao
Zhixiu Wang
Han Wang
Evaluation Method of Roof Damage Degree and a Case Study in Maoping Lead-Zinc Mine, Yunnan
Shock and Vibration
title Evaluation Method of Roof Damage Degree and a Case Study in Maoping Lead-Zinc Mine, Yunnan
title_full Evaluation Method of Roof Damage Degree and a Case Study in Maoping Lead-Zinc Mine, Yunnan
title_fullStr Evaluation Method of Roof Damage Degree and a Case Study in Maoping Lead-Zinc Mine, Yunnan
title_full_unstemmed Evaluation Method of Roof Damage Degree and a Case Study in Maoping Lead-Zinc Mine, Yunnan
title_short Evaluation Method of Roof Damage Degree and a Case Study in Maoping Lead-Zinc Mine, Yunnan
title_sort evaluation method of roof damage degree and a case study in maoping lead zinc mine yunnan
url http://dx.doi.org/10.1155/2022/4550866
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AT linkeqiao evaluationmethodofroofdamagedegreeandacasestudyinmaopingleadzincmineyunnan
AT zhixiuwang evaluationmethodofroofdamagedegreeandacasestudyinmaopingleadzincmineyunnan
AT hanwang evaluationmethodofroofdamagedegreeandacasestudyinmaopingleadzincmineyunnan