Optimising gangue-containing backfill strength in gob-side entry retaining: From particle distribution morphology to release parameters
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Le résumé fourni par la source
This study explores the substantial influence of coal gangue particle distribution morphology on the strength of gangue-containing backfill in gob-side entry retaining, while addressing the challenges associated with controlling it. Viscosity testing and CT scanning were conducted to quantify the temporal variations in the solidification viscosity of high-water material (HWM) slurry and the suspension depth of gangue particles. A particle migration equation within HWM slurry was derived for various curing ages, while a settlement coefficient ( S c ) was introduced to characterize the distribution morphology. Then, gangue motion and suspension characteristics were simulated using PFC2D coupled with Fish language scripting. Results indicated that S c increased with release time but decreased with release flow rate, height, and particle size, and a uniform particle distribution ( S c ≈ 1) was found to maximize the backfill strength. Furthermore, analyses of stress distribution, crack propagation, and energy evolution revealed that stress concentration within gangue particles and inadequate inter-particle bonding are responsible for premature failure in the HWM matrix, ultimately resulting in backfill damage. A framework based on GBM, optimized via GWO (Forward algorithm) and NSGA-II (Inverse algorithm), achieved efficient and accurate feedback prediction among backfill strength, S c , and release parameters. These findings provide insights for solid waste utilization and stability control in gob-side entry retaining.
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Le contrôle bibliographique ouvert
DOI retrouvé dans Crossref DOI retrouvé ; titre concordant.
- Titre Crossref
- Optimising gangue-containing backfill strength in gob-side entry retaining: From particle distribution morphology to release parameters
- Date Crossref
- 01/12/2025
- Éditeur
- Elsevier BV
- Type
- journal-article
Ce recoupement confirme des métadonnées liées au DOI. Il ne confirme ni la méthode ni les conclusions de l’étude, et il ne compte pas comme une seconde source scientifique indépendante.
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