Abstract

The capabilities of mining equipment and technology in China have been improving rapidly in recent years. Correspondingly, in the western part of the country, the mining heights of longwall faces in shallow-buried coal seams have shown an increasing trend, resulting in enhanced mining efficiency. However, the problems associated with the possible failure of the coal wall then increase and remain a serious difficulty, restricting safe and efficient mining operations. In the present study, the 12401 longwall face of the Shangwan Coal Mine, Inner Mongolia, China, with a mining height of 8.8 m, is taken as an example to study the mechanisms underlying failure phenomena of coal walls and their control methods. Our results show that the failure region inward of the longwall face is small in shallow-buried coal seams, and the damage degree of the exposed coal wall is low. The medium and higher sections of the coal wall display a dynamic failure mode, while the broken coal blocks, given their initial speed, threaten the safety of coal miners. A mechanical model was developed, from which the conditions for tensile failure and structural instability are deduced. Horizontal displacement in the lower part of the coal wall is small, where no tensile stress emerges. On the other hand, in the intermediate and higher parts of the coal wall, horizontal displacement is relatively large. In addition, tensile stress increases first with increasing distance from the floor and then decreases to zero. Experiments using physical models representing different mining heights have been carried out and showed that the horizontal displacement increases from 6 to 12 mm and load-bearing capacity decreases from 20 to 7.9 kN when the coal wall increases in height from 3 to 9 m. Furthermore, failure depth and failure height show an increasing trend. It is therefore proposed that a large initial support force, large maximum support force, large support stiffness, and large support height of a coal wall-protecting guard are required for the improved stability of high coal walls, which operate well in the Shangwan coal mine.

Highlights

  • Academic Editor: Haiyan Wang e capabilities of mining equipment and technology in China have been improving rapidly in recent years

  • Our results show that the failure region inward of the longwall face is small in shallow-buried coal seams, and the damage degree of the exposed coal wall is low. e medium and higher sections of the coal wall display a dynamic failure mode, while the broken coal blocks, given their initial speed, threaten the safety of coal miners

  • It is proposed that a large initial support force, large maximum support force, large support stiffness, and large support height of a coal wall-protecting guard are required for the improved stability of high coal walls, which operate well in the Shangwan coal mine

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Summary

Failure Mechanisms of the High Wall of a Shallow Coal Seam

Since the primary mining height of the 12401 working face reaches 8.8 m and the width of the crushing zone is between 1 and 3 m, the coal wall mechanical model is shown in Figure 2(a) which can be regarded as a beam structure under complex boundary conditions, and the coal wall failure conditions of a stope with a large mining height can be determined using this structural model. As a result of the mining, the total potential energy of the structural system shown in Figure 2(b) includes the bending deformation energy of the coal in the broken zone, the elastic potential energy stored in the mutual support plate, represented as a spring, and the external force potential energy generated by the work done by the boundary loads q, p, and F. When the roof load on the coal wall reaches the limit value as determined by equation (10), structural buckling instability occurs along the coal wall

Influence of Mining Height on the Stability of the Coal Wall
Stability Control of Coal Wall in Shallow and Large Mining Height Stope
Conclusions
Full Text
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