4.6 Article

Effects of Coal Mining Height and Width on Overburden Subsidence in Longwall Pier-Column Backfilling

Journal

APPLIED SCIENCES-BASEL
Volume 11, Issue 7, Pages -

Publisher

MDPI
DOI: 10.3390/app11073105

Keywords

mining height; mining width; longwall mining; pier-column backfilling; overburden subsidence

Funding

  1. Independent Research Project of State Key Laboratory of Coal Resources and Safe Mining, CUMT [SKLCRSM16X04]
  2. National Natural Science Foundation of China [52074265]

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The study explored the influence of mining height and width on overburden subsidence in longwall pier-column backfilling. Numerical simulations and physical similarity models were used to analyze the control effect of overburden subsidence, providing strong theoretical support for evaluating the control effect in this backfilling method.
Longwall pier-column backfilling is a partial backfilling technique initially designed in thin coal seam mines. With the increase of mining intensity, the mining height and width of the backfilling working face will also increase. It is necessary to analyze how changes in working face dimensions influence the control effect of overburden subsidence in pier-column backfilling. In this study, a mining model with a combination of 25 conditions (five different mining heights (1 similar to 3 m) x five different mining widths (80 similar to 240 m)) was designed using a FLAC3D (Vision 5.0) numerical simulation. The simulation was used to analyze the control effect of overburden subsidence with varying mining heights and widths. In addition, according to the field working face conditions, two physical similarity models were performed to explore the overburden subsidence law in pier-column backfilling with different mining heights and widths. It was observed from the above study that mining heights and widths will have a different influence on the overburden subsidence in longwall pier-column backfilling. The result of this study provides strong theoretical support for evaluating the control effect of overburden subsidence in longwall pier-column backfilling.

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