Affiliation:
1. State Key Laboratory for Geomechanics and Deep Underground Engineering China University of Mining & Technology Beijing China
2. Norman B. Keevil Institute of Mining Engineering University of British Columbia Vancouver British Columbia Canada
3. School of Resource and Environmental Engineering Shandong University of Technology Zibo China
4. Shanxi Yinfeng Technology Co. Ltd. Taiyuan China
5. School of Civil Engineering Shaoxing University Shaoxing China
Abstract
AbstractIn longwall top coal caving (LTCC) mining methods, problems such as large deformations, loss of coal resources, and excavation relay out of balance are often encountered with the increased production in single mining panels. To address these problems, a novel non‐pillar coal mining technology in LTCC was used based on the equilibrium mining theory. This approach could cut off the stress transmission, eliminate the coal pillar, and retain the gob‐side entry. In this technology, the entry is first excavated along the roof of the coal, and then four techniques are applied to control the surrounding rock of the retained entry. The constant resistance and large deformation anchor cable are used to maintain the roof stability. The directional roof split blasting technique is adopted to separate the roof between the entry and gob. The blocking‐gangue support system (BGSS) is used to form the gangue rib lagging the mining panel. The temporary support system is applied to prevent the roadway from being affected by the dynamic pressure and prevented the BGSS from falling. Finally, the field monitoring results indicate that the surrounding rock of retained entry is stabilized at 200 m behind the working face. The deformation of retained entry is within a reasonable range at 180–190 m behind the mining panel. The results provide an important reference for the thick coal seam non‐pillar coal mining technology, specifically using this technology in LTCC panels.
Funder
China Scholarship Council
Subject
General Energy,Safety, Risk, Reliability and Quality
Cited by
6 articles.
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