Geomechanics and Engineering

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Force change of the gravel side support during gangue heaping under a new non-pillar-mining approach

  • Liu, Jianning (State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology - Beijing) ;
  • He, Manchao (State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology - Beijing) ;
  • Hou, Shilin (State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology - Beijing) ;
  • Zhu, Zhen (State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology - Beijing) ;
  • Wang, Yanjun (ShanXiYinFeng S&T CO., LTD) ;
  • Yang, Jun (State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology - Beijing)
  • Received : 2020.08.08
  • Accepted : 2021.09.28
  • Published : 2021.10.10
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Abstract

The force change characteristics of gravel side support structures during gangue heaping can provide useful information about roadway stability in a new non-pillar-mining approach-noncoal pillar mining with automatically formed gob-side entry (NMAFG). Considering the dynamic shock and static stacking phenomena during gangue heaping, the coefficient of restitution and Janssen model are introduced into the theoretical analysis. Analytical results show that the impact force decreased with increasing gangue heaping height under dynamic shock, while under static stacking, the gangue extrusion force first increased sharply, then increased slowly and stabilized, and the final force was unrelated to the gangue heaping height. Field monitoring was conducted to verify the rationality of the pattern obtained from theoretical analysis. The gangue support structure lateral stress from field monitoring can be divided into two periods. In Period I, the peak value at the lower monitoring point was greater than that at any other point. The lowest sensor was subjected to the greatest impact, at 59.09 kN. In Period II, the stress value first rapidly increased, then slowly increased and stabilized. The final force was unrelated to the gangue height. The sensors at #2 (highest position), #4 (middle position), and #6 (lowest position) measured 31.91 kN, 44.82 kN and 38.19 kN, respectively. The analysis confirmed the variation characteristics of the impact force and extrusion force.

Keywords

Acknowledgement

This work is supported by the Foundation for the Opening of State Key Laboratory for Geomechanics & Deep Underground Engineering (SKLGDUEK2024), the National Key R&D Program (No. 2016YFC0600900), the National Natural Science Foundation of China (No. 51904207, 51674265) and China Scholarship Council (CSC NO. 202006430081), which are gratefully acknowledged.

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