2021
DOI: 10.1155/2021/6643773
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Effect of Concentration and Suspension Agent (HPMC) on Properties of Coal Gangue and Fly Ash Cemented Filling Material

Abstract: Cemented coal gangue-fly ash backfill (CGFB) mixtures are utilized as the filling materials for backfilling the underground openings in coal mines. The freshly prepared CGFB slurries are commonly transported into the gobs through a pipeline. The mixture ratio of slurry concentration and suspending agent (HPMC) plays an essential role in transporting the slurry to goaf smoothly and efficiently. In this paper, the influence of slurry concentration and HPMC on the performance of coal gangue-fly ash cemented filli… Show more

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Cited by 10 publications
(8 citation statements)
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“…In this paper, Box-Behnken design (BBD) based on the response surface methodology (RSM) was conducted by using Design-Expert 10.0.3 software [21]. In the Box-Behnken design, wet fly ash/ construction waste ratio, Talbol gradation index of construction waste, and usage of water reducing agent were taken as independent variables.…”
Section: Experimental Design Methodmentioning
confidence: 99%
See 1 more Smart Citation
“…In this paper, Box-Behnken design (BBD) based on the response surface methodology (RSM) was conducted by using Design-Expert 10.0.3 software [21]. In the Box-Behnken design, wet fly ash/ construction waste ratio, Talbol gradation index of construction waste, and usage of water reducing agent were taken as independent variables.…”
Section: Experimental Design Methodmentioning
confidence: 99%
“…Liu et al [20] analyzed the aggregate particle size distribution, compressive strength, and fine structure of cementitious paste fillings prepared from construction waste and ordinary silicate cement. Yang et al [21] established the regression models by using the RSM optimization method to explore the effects of the concentration and suspension agent on the properties of coal gangue and silicate cement based cementitious filling material and finally obtained an optimal mix ratio. Tang et al [22] used the RSM-DDC (the central-composite design based on the response surface methodology) method to study the mechanical properties of the filling material ratio with coal gangue as aggregate and Portland cement as cementitious materials, assessed the influence of each component on the properties, and got the optimal ratio with the coal-based solid waste consumption of 91.5%.…”
Section: Introductionmentioning
confidence: 99%
“…In terms of utilization of solid waste: Zhang et al [10,11] used the uniform test method to carry out the proportioning test of coal gangue, fly ash, and other mine solid wastes and examined the optimal proportioning and hydration reaction mechanism of paste filling materials. Yang et al [12] studied the influence of slurry concentration and suspending agent on the performance of coal gangue-fly ash cemented filling material through the response surface method and established the prediction model of slump, segregation rate, and bleeding rate of coal gangue-fly ash slurry. Dai et al [13] tested the optimum mix ratio of unclassified tailings on the basis of Box-Behnken, and the best mix ratio of cement slurry filling was obtained.…”
Section: Introductionmentioning
confidence: 99%
“…For the preliminary studies on the application of blast furnace slag and gas quenching furnace slag in mine filling, some studies have evaluated their application and grasped that the use of blast furnace slag and gas quenching furnace slag as cementing materials can play a good role in mine filling, providing a basis for reducing the filling cost [25]. The binder made by fly ash, lime, and desulfurization gypsum is much better to the traditional cementing materials; its filling body can meet the general requirement of mining production [26][27][28][29][30]. Under the action of a variety of activators, the water-quench secondary nickel slag eventually generates silicate hydrate gel material that plays a major role in the later strength of the filling body [31,32].…”
Section: Introductionmentioning
confidence: 99%