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Meng Li

Researcher at China University of Mining and Technology

Publications -  82
Citations -  1627

Meng Li is an academic researcher from China University of Mining and Technology. The author has contributed to research in topics: Coal mining & Gangue. The author has an hindex of 18, co-authored 82 publications receiving 926 citations.

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Reutilization of gangue wastes in underground backfilling mining: Overburden aquifer protection.

TL;DR: It is concluded that the high filling stress, low gangue original GSG, and low filling stress rate in GBM can effectively reduce the risk of overburden aquifer destruction.
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Fractal characteristics of crushed particles of coal gangue under compaction

TL;DR: In this paper, a fractal model for the particle size of compacted and crushed gangue was constructed based on fractal theory and particle size distribution information, and compaction experiments were carried out under varied stresses and with different particle sizes.
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Reutilisation of coal gangue and fly ash as underground backfill materials for surface subsidence control

TL;DR: In this article, compressive deformation characteristics of samples with different ratios of gangue to fly ash and analyzed their stress-strain relationship and associated changes in their porosities using a YAS-5000 servo testing machine and a homemade compression apparatus.
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Effect of Particle Size on the Energy Evolution of Crushed Waste Rock in Coal Mines

TL;DR: In this article, the authors present a list of symbols for total energy, released elastic energy, and dissipated energy for particle breakage and extrusion, including total energy for friction between the samples and the compaction device.
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Compressive deformation and energy dissipation of crushed coal gangue

TL;DR: In this article, a SANS testing machine and steel cylinder were used to conduct experiments in order to study the compressive deformation and energy dissipation of gangue in the loading process under conditions of different particle sizes, loading rates, and first-time stress loads.