4.7 Article

Roof-cutting and energy-absorbing method for dynamic disaster control in deep coal mine

出版社

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.ijrmms.2022.105186

关键词

Deep mining roadway; Roof cutting-energy release; Energy-absorbing and impact resistance; Constant resistance energy-absorbing bolt Strength-energy support design

资金

  1. National Natural Science Foundation of China [51927807, 52074164, 42077267]
  2. Natural Science Foundation of Shandong Province, China [2019SDZY04, ZR2020JQ23]
  3. Project of Shandong Province Higher Educational Youth Innovation Science and Technology Program, China [2019KJG013]

向作者/读者索取更多资源

This study proposes a roof-cutting and energy-absorbing (RCEA) control method to improve the self-supporting capacity of deep mining roadways and effectively absorb the energy released by rock deformation, ensuring the safety and stability of the roadways.
Deep mining roadways are often under high-stress conditions and strong mining-induced disturbances. In the traditional longwall mining method, stress concentration and energy accumulation take place in the surrounding rock of the roadway, often causing dynamic disasters. To this end, the roof-cutting and energy-absorbing (RCEA) control method is proposed. Directional roof presplitting is used to transfer the roof stress and release the energy accumulated in the rock. Importantly, a roadway is automatically formed and coal pillars are eliminated. Moreover, new constant resistance energy-absorbing bolt and cable with high prestress and high elongation are used to control the roadway roof, which are independently developed. As a result, the self-supporting capacity of the rock is improved, and the energy released by the rock deformation is effectively absorbed by the support system. To verify the fidelity of the RCEA method, the numerical comparison test between the automatically formed roadway (AFR) method and the gob side entry driving method is carried out. Compared with the latter, the energy per unit length of AFR is reduced by 4.59*10(6) J, and the maximum energy density is reduced by 36.6%, which shows that AFR has profound effect on the energy release. Subsequently, the mechanical tests on the new bolt (cable) are carried out. The forces at fracture of the new bolt and cable are 1.63 times and 2.80 times that of the common bolt, and the maximum energy absorbed per unit length are 3.05 times and 2.89 times that of the common bolt. The new bolt (cable) has characteristics of high strength and high energy absorption. Finally, the strength-energy combined support design method and the field application are carried out. Field monitoring results show that the RCEA method can effectively release the energy accumulated in the rock and ensure the safety and stability of the roadway.

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