2023
DOI: 10.1016/j.scitotenv.2023.161631
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Application of desulfurization gypsum as activator for modified magnesium slag-fly ash cemented paste backfill material

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Cited by 30 publications
(3 citation statements)
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“…), and the reactive ions were aggregated by diffusion through the concentration difference to undergo a secondary hydration reaction, as shown in Equations ( 8)- (11). That is, Ca(OH) 2 reacts with active silica-alumina substances to produce hydration products such as C-S-H gels, ettringite, and sodium rhodochrosite zeolites [57,64]. The generated hydration products fill in the pores, increasing the degree of densification and ensuring the growing strength of the filling body.…”
Section: Final Intensitymentioning
confidence: 99%
“…), and the reactive ions were aggregated by diffusion through the concentration difference to undergo a secondary hydration reaction, as shown in Equations ( 8)- (11). That is, Ca(OH) 2 reacts with active silica-alumina substances to produce hydration products such as C-S-H gels, ettringite, and sodium rhodochrosite zeolites [57,64]. The generated hydration products fill in the pores, increasing the degree of densification and ensuring the growing strength of the filling body.…”
Section: Final Intensitymentioning
confidence: 99%
“…Currently, the filling materials employed in coal mine goaf filling mainly include gangue, paste, and high‐moisture materials. However, they suffer from disadvantages such as insufficient supply of gangue aggregates, low filling rates, and high investment costs (Cai et al., 2019; Li et al., 2023; Ruan et al., 2023; Shi et al., 2019; Zhao et al., 2020). Application of waste straw as filling material in coal mine goafs not only helps mitigate surface subsidence but also promotes residual coal conversion into methane.…”
Section: Introductionmentioning
confidence: 99%
“…Rock is the main supporting material in underground engineering [1][2][3], and its damage degree evolves with time under the action of external factors such as force [3][4][5][6] temperature [7][8][9], and water [10][11][12]. Real-time detection and characterization of rock damage location and damage level is the key to preventing underground disasters [13][14][15]. The commonly used non-destructive characterization methods for rock damage include image method and acoustic method [16,17].…”
Section: Introductionmentioning
confidence: 99%