Study on the Terminal Line Reasonable Position of Two Coal Seam under the Down-Protective Layer Pressure-Relieved Mining

Abstract:

In order to study the stress distribution and its dynamic influence law while the protective layer mining, based on the transfer law of mining-induced stress in the coal seam floor and in front of the working face, using numerical simulation software to simulate the surrounding rock stress under the different pillar width mining conditions, and carried through the roadway deformation engineering practice observations. It is shown that reserved 110m coal pillar could weaken the impact on the front of the floor tunnel under the protective layer mining process. When the top liberated layer mining to reduce the impact of mining stress superposition, it should avoid the terminal lines on the two coal seams at the same location and may be staggered at least about 30m ~ 50m. And it obtained that the roadway deformation not only by mining impact, but also considering the geological environment surrounding rock conditions, tunnel position in which layers of rock, rock properties and other factors. The research guided the engineering practice successfully.

• Periodical: Applied Mechanics and Materials (Volumes 295-298)
• Pages: 2913-2917
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.295-298.2913
• Online since: February 2013
• Authors: Xiang Yang Zhang, Min Tu
• Keywords: Coal Pillar Width, Protection Layer Mining, Simulation Analysis, Surrounding Rock Stress, Terminal Line Position

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