Abstract

The reasonable layout of the roadway in closely spaced, ultra-thick coal seam mining is of great significance to mining safety. Based on the research background of repeated roof leaks in the process of repairing the return air roadway in working face No. 30503 in the Tashan Coal Mine, theoretical analysis, in situ engineering testing, and numerical simulation were jointly adopted to evaluate the stability of the return air roadway under two schemes of repairing the original return air roadway and excavating a new return air roadway. The results show that the vertical mining-induced fissure above the roadway will cause severe damage to the roadway due to the influence of working-face mining when restoration of the roadway excavation is adopted. When choosing to excavate a new return air roadway, the new return air roadway just staggers the vertical cracks located in the top slab of the original return air roadway, putting the roadway in a state of stress reduction, making the roadway itself more stable and conducive to support. Therefore, the new air return tunnel was selected to establish the working face. To ensure safety of the working face during the mining of the original return air roadway, the original return air roadway was filled with high water content materials. Site investigation data show that this material plays a cushioning role in the filling section of the original return air roadway during the mining of the 30503 working face, and the deformation of the new return air roadway during the filling section crossing the original return roadway is stable and well controlled.

Highlights

  • Spaced coal seams are widely distributed across China, such as those in the Datong mining area, Xishan mining area, and Xinwen mining area [1,2,3,4]. e roadway layout and control techniques used in lower coal seam in the mining of such seams have always been a focus of much research, both at home and abroad

  • Aiming at the problem of the lack of coal pillar retention theory between roadways, Yang and Gou [13] studied the mechanical behavior of the coal pillars in double roadways with the coal pillars between roadways as the engineering context and calculated the width of the coal pillar plastic zone according to the SMP criterion. e distribution characteristics of surrounding rock stress and plastic zone during primary and secondary disturbances of coal pillars between roadways were discussed

  • To ensure the safety of the working face in the process of recovery, the return air roadway of the 30503 working face of Tashan Coal Mine, which includes the aforementioned special mining conditions was taken as a background, and the layout and control measures of the return air roadway in these closely spaced, extra-thick coal seams were made by a combination of field measurement and numerical simulation

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Summary

Introduction

Spaced coal seams are widely distributed across China, such as those in the Datong mining area, Xishan mining area, and Xinwen mining area [1,2,3,4]. e roadway layout and control techniques used in lower coal seam in the mining of such seams have always been a focus of much research, both at home and abroad. Dong, Guo, He, and Hao, Tu, Qin, Liu, Zhao, Jiang et al [25,26,27,28,29,30,31,32,33,34] determined the main factors influencing roadway deformation and failure during the recovery process and proposed that the roadway layout and surrounding rock control are effective measures with which to maintain the stability of the roadway. To ensure the safety of the working face in the process of recovery, the return air roadway of the 30503 working face of Tashan Coal Mine, which includes the aforementioned special mining conditions was taken as a background, and the layout and control measures of the return air roadway in these closely spaced, extra-thick coal seams were made by a combination of field measurement and numerical simulation

Engineering Background
Optimal Layout of the Return Air Roadway in the 30503 Working Face
Numerical Analysis of Roadway Stability under Different Arrangements
In Situ Verification of the Roadway Optimization Scheme
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