Abstract

This paper is aimed at solving the technical problems such as low recovery ratio and frequent disasters in steeply inclined and extrathick coal seams at residual high sectional coal pillar. It takes the Wudong Coal Mine as an engineering background, a typical mine of steeply inclined and extrathick coal seams; the structural features of the top-coal caving at the steeply inclined residual high sectional coal pillar were analyzed using methods such as field monitoring and numerical simulation; a mechanical model of the top-coal arch structure was constructed, and the calculation method of top-coal caving height and related influencing factors was obtained. The results showed that the top-coal caving in the steeply inclined residual high sectional coal pillar was characterized as arch. Due to the existence of arch structure, the smooth caving of the top coal was hindered, resulting in a low top-coal recovery ratio, low support pressure at the working face, and differences detected by borehole television on the distribution of the top-coal cracks. With the advancement of the working face, the top-coal arch structure was in the process of dynamic evolution, as the old arch balance system was continuously replaced by the new arch balance system, and it continuously moved towards the upper top coal. The top-coal caving height was affected by factors such as length of the working face, bulk density of overlying coal rock, and cohesion of the top coal. The top-coal caving height increased with the length of the working face and the bulk density of the overlying coal rock mass but was inversely proportional to the cohesion of the top coal. Under the current mining conditions, the top-coal caving height was 39.8 m, which was much lower than the residual high sectional coal pillar height (71 m); the top coal cannot collapse completely. Based on the characteristics of the top-coal caving structure, the technology of sublevel advanced presplitting blasting was adopted to weaken the top coal in engineering practice, so that the top-coal caving structure moved up naturally. The daily coal production in the working face has increased by an average of 2419.6 tons, which has significantly improved the top-coal recovery ratio and production efficiency. The result provided a theoretical basis and application reference for similar residual high sectional coal pillar recovery.

Highlights

  • China is a large coal mining country with diverse coal resources

  • In view of the technical problems such as low top-coal recovery ratio and frequent dynamic disasters in typical coal mines with steeply inclined and extrathick coal seams in China, the structural characteristics of top-coal caving in residual high sectional coal pillar were comprehensively analyzed by means of theoretical analysis, field monitoring, and numerical simulation, and the technology of weakening top coal by sublevel presplitting blasting was proposed; an engineering design was implemented based on the geological conditions of the Wudong Coal Mine

  • When the working face passed through the residual high sectional coal pillar, the top-coal recovery ratio was low, and the pressure of the mine was strong

Read more

Summary

Introduction

China is a large coal mining country with diverse coal resources. Diverse mining methods are applied in coal mining. Wen et al systematically studied the law of overburden movement in fully mechanized mining with large mining-height stopes, constructed the stope roof structure model, established the design criteria of stope roof control and the calculation method of support load, and optimized the coal pillar width and surrounding rock control technology of roadway driving along goaf [15, 16]. In view of the technical problems such as low top-coal recovery ratio and frequent dynamic disasters in typical coal mines with steeply inclined and extrathick coal seams in China, the structural characteristics of top-coal caving in residual high sectional coal pillar were comprehensively analyzed by means of theoretical analysis, field monitoring, and numerical simulation, and the technology of weakening top coal by sublevel presplitting blasting was proposed; an engineering design was implemented based on the geological conditions of the Wudong Coal Mine. The findings provide theoretical basis and application reference for similar high sectional coal pillar recovery

Engineering Background
Field Measurement and Analysis
Numerical Simulation and Analysis
Su3pport n7umber
Mechanical Model Analysis
Optimized Techniques of Recovery Ratio
Direction layout 9 rows
Findings
Conclusions
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call