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Study on rockburst prevention technology of isolated working face with thick-hard roof

  • Jia, Chuanyang (School of Civil Engineering and Architecture, Linyi University) ;
  • Wang, Hailong (School of Civil Engineering and Architecture, Linyi University) ;
  • Sun, Xizhen (School of Civil Engineering and Architecture, Linyi University) ;
  • Yu, Xianbin (School of Civil Engineering and Architecture, Linyi University) ;
  • Luan, Hengjie (College of Mining and Safety Engineering, Shandong University of Science and Technology)
  • Received : 2019.10.23
  • Accepted : 2020.02.12
  • Published : 2020.03.10

Abstract

Based on the literature statistical method, the paper publication status of the isolated working face and the distribution of the rockburst coal mine were obtained. The numerical simulation method is used to study the stress distribution law of working face under different mining range. In addition, based on the similar material simulation test, the overlying strata failure modes and the deformation characteristics of coal pillars during the mining process of the isolated working face with thick-hard key strata are analyzed. The research shows that, under the influence of the key strata, the overlying strata formation above the isolated working face is a long arm T-type spatial structure. With the mining of the isolated working face, a series of damages occur in the coal pillars, causing the key strata to break and inducing the rockburst occurs. Combined with the mechanism of rockburst induced by the dynamic and static combined load, the source of dynamic and static load on the isolated working face is analyzed, and the rockburst monitoring methods and the prevention and control measures are proposed. Through the above research, the occurrence probability of rockburst can be effectively reduced, which is of great significance for the safe mining of deep coal mines.

Keywords

Acknowledgement

Supported by : National Natural Science Foundation of China, Natural Science Foundation of Shandong Province

The research described in this paper was financially supported by the National Natural Science Foundation of China (No. 51704152, No. 51904149), the Natural Science Foundation of Shandong Province (No. ZR2017PEE018, ZR2019BEE013, ZR2019BEE065, and No. ZR2017BEE001).

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