Geomechanics and Engineering

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Research on reinforcement mechanism of soft coal pillar anchor cable

  • Li, Ang (School of Architecture and Civil Engineering, Xi'an University of Science and Technology) ;
  • Ji, Bingnan (School of Architecture and Civil Engineering, Xi'an University of Science and Technology) ;
  • Zhou, Haifeng (School of Architecture and Civil Engineering, Xi'an University of Science and Technology) ;
  • Wang, Feng (Shaanxi Coal Chemical Industry Group Chenghe Mines Co., Ltd) ;
  • Liu, Yingjie (Research Institute of Emergency Science, China Coal Research Institute) ;
  • Mu, Pengfei (Xi' an Research Institute of China Coal Technology & Engineering Group Corp) ;
  • Yang, Jian (Xi' an Research Institute of China Coal Technology & Engineering Group Corp) ;
  • Xu, Ganggang (Xi' an Research Institute of China Coal Technology & Engineering Group Corp) ;
  • Zhao, Chunhu (Xi' an Research Institute of China Coal Technology & Engineering Group Corp)
  • Received : 2021.08.23
  • Accepted : 2022.04.23
  • Published : 2022.06.25
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Abstract

In order to explore the stable anchoring conditions of coal side under the mining disturbance of soft section coal pillar in Wangcun Coal Mine of Chenghe Mining Area, the distribution model of the anchoring support pressure at the coal pillar side was established, using the strain-softening characteristics of the coal to study the distribution law of anchoring coal side support pressure. The analytical solution for the reinforcement anchorage stress in the coal pillar side was derived with the inelastic state mechanical model. The results show that the deformation angle of the roadway side and roof increases with the roof subsidence due to the mining influence at the adjacent working face, the plastic deformation zone extends to the depth of the coal side, and the increase of anchorage stress can effectively control the roof subsidence and further deterioration of plastic zone. The roadway height and the peak support pressure have a certain influence on the anchorage stress, the required anchorage stress of the coal side rises with the roadway height and the peak support pressure. The required anchorage stress of the coal pillar side decreases as the cohesion between the coal seam and the roof and floor and the anchor length increases. Then, applied the research result to Wangcun coal mine in Chenghe mining area, the design of anchor cable reinforcement support was proposed for the section of coal pillars side that has been anchored and deformed, which achieved great results and effectively controlled the convergence and deformation of the side, providing a safety guarantee for the roadway excavation and mining.

Keywords

Acknowledgement

The authors are grateful for financial assistance provided by the National Natural Science Foundation of China (Nos. 41402265 and 51874229) and the Natural Science Foundation of Shaanxi Province (2020JZ-52).

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