Compaction characteristics and energy dissipation of crushed gangue with different particle sizes under mining stress

Compaction properties of the backfill body are the key to reveal the law of roof subsidence and illustrate the mechanism of ground pressure control with gangue backfill mining. A rock mechanic testing machine and a self-designed steel cylinder were applied to conduct compaction experiments of gangue...

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Bibliographic Details
Published inEnvironmental earth sciences Vol. 82; no. 12; p. 310
Main Authors He, Xiang, He, Shuxin, Yang, Ke, Wei, Zhen, Liu, Bin, Zhang, Cun
Format Journal Article
LanguageEnglish
Published Berlin/Heidelberg Springer Berlin Heidelberg 01.06.2023
Springer Nature B.V
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Summary:Compaction properties of the backfill body are the key to reveal the law of roof subsidence and illustrate the mechanism of ground pressure control with gangue backfill mining. A rock mechanic testing machine and a self-designed steel cylinder were applied to conduct compaction experiments of gangue with different particle sizes, axial stresses, loading rates decided by actual mining stress in goaf. The characteristics of stress–strain, fractal dimension and energy dissipation for crushed gangue were analyzed. The stress–strain relationship of crushed gangue in the compaction process increases exponentially and can be divided into void compaction stage, structure adjustment stage and elastoplastic deformation stage. The fractal dimension will increase with the increase of axial stress, and decrease with the increase of loading rate. The energy dissipation in the process of gangue sample compaction depends on the stress–strain characteristics, that is resistance to axial deformation. Based on the experimental results, gangue particle size gradation has a more significant influence on compaction characteristics of gangue more than axial stress and loading rate. The axial strain caused by particle size ranges from 0.19 to 0.51, and the energy dissipation exceeds the range of 5 times, which are far beyond the influence of other factors.
ISSN:1866-6280
1866-6299
DOI:10.1007/s12665-023-11011-0