Abstract

The roadway stability has been regarded as the main challenging issue for safety and productivity of deep underground coal mines, particularly where roadways are affected by coal mining activities. This study investigates the −740 m main roadway in the Jining No. 2 Coal Mine to provide a theoretical basis for the stability control of the main deep roadway affected by disturbances of adjacent working activities. Field surveys, theoretical analyses, and numerical simulations are used to reveal mechanisms of the coal mining disturbance. The field survey shows that the deformation of roadway increases when the work face advances near the roadway group. Long working face mining causes the key strata to collapse based on the key strata theory and then disturbs the adjacent roadway group. When the working face is 100 m away from the stop-mining line, the roadway group is affected by the mining face, and the width roadway protection coal pillar is determined to be about 100 m. Flac3D simulations prove the accuracy of the theoretical result. Through reinforcement and support measures for the main roadway, the overall strength of the surrounding rock is enhanced, the stability of the surrounding rock of the roadway is guaranteed, and the safe production of the mine is maintained.

Highlights

  • Deep mining has become a common practice in the east of China due to the exhaustion of shallow coal resources [1]

  • The existing methods only adopt the influence of the overlying part of the rock strata on the working face mining, which have some limitations on the main key strata caving caused by long face mining, and the effect of dynamic pressure on adjacent roadway groups

  • The mining disturbance was investigated by using the key strata theory

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Summary

Introduction

Deep mining has become a common practice in the east of China due to the exhaustion of shallow coal resources [1]. They analyzed the stress distribution law and determined the influence distance of the working face in advance and support measures. UDEC software to analyze change characteristics of the roof and floor stress field, and the distribution law of advanced abutment pressure in the working face during mining. The existing methods only adopt the influence of the overlying part of the rock strata on the working face mining, which have some limitations on the main key strata caving caused by long face mining, and the effect of dynamic pressure on adjacent roadway groups. Determining the influence range of mining face and the influence mechanism of mining on the surrounding roadway groups are important

Study Area
Roadway Groups
Multi-Disturbance of Roadway Groups
Damage
The mudstone broken severely in ofof the track roadway shown in Figure
Theoretical
Discriminating Position of the Key Strata
Histogram
Surface Subsidence Theory
Advanced Influence of Key Strata Collapse
Numerical Simulation of Deep Well Roadway Group Disturbance Effect
Numerical Simulation Scheme
Influence
Vertical
Influence of Mining Disturbance at Working Faces
12. Vertical stress distribution ofof the betweenworking working face roadway:
Conclusions
Full Text
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