摘要：Abstract To address the problem of instability and failure of the 11,514 return air roadway caused by dynamic pressure in Jinhuagong Coal Mine, this study uses theoretical analysis, numerical simulation, and field test methods. The disturbance deformation mechanism and the surrounding rock control technology for the 11,514 return air roadway during face‐to‐face mining and excavation are analyzed. The results show that the causes of regional asymmetric deformation and failure of the surrounding rock of the 11,514 return air roadway are multiple superpositions of lateral bearing pressure of the 11,812 mined‐out area, mining stress in the 8814 working face, and advanced stress of the 11,514 return air roadway. When mining and excavation faces meet, the 11,514 return air roadway is affected by the superimposition of the mining stress. At the same time, the solid coal side of the roadway is in the mining pressure relief area in the 8814 working face in the upper coal seam, and the asymmetric distribution of the principal stress on both sides of the 11,514 return air roadway causes deformation and failure of the surrounding rock. Based on the differences in superimposed stress disturbance in different parts of the roadway, a subsection control technology is proposed. This technology is focused on supporting secondary reinforcement in the range of 40 m before and after the mining overlap position on the 11,514 roadway. Field measurement data confirm the effectiveness of this support technology.
