Cite this article as:

Wenchang Feng, Dan Kang, Meng Li, Jixiong Zhang, Zhaoyun Zhang, Zhangjie Yin, and Yuyang Xia, Optimization in the design of gangue and coal gasification slag-based backfill materials based on the response surface methodology, Int. J. Miner. Metall. Mater., (2026). https://doi.org/10.1007/s12613-026-3424-7
Wenchang Feng, Dan Kang, Meng Li, Jixiong Zhang, Zhaoyun Zhang, Zhangjie Yin, and Yuyang Xia, Optimization in the design of gangue and coal gasification slag-based backfill materials based on the response surface methodology, Int. J. Miner. Metall. Mater., (2026). https://doi.org/10.1007/s12613-026-3424-7
引用本文 PDF XML SpringerLink

基于响应面法的矸石-煤气化渣基充填材料优化设计

摘要: 采空区注浆充填是高效处置矸石与煤气化渣等固体废弃物的有效方法,当充填工程仅为处置固废时,对充填材料强度要求较低。为此本文以矸石和煤气化渣为骨料制备充填材料,并以低掺量的碱激发矿渣调节其力学性能。考虑固含量、灰渣掺量、碱激发矿渣(AAS)掺量三个影响因素,以流动度和强度为优化目标,分别进行了单因素轮换试验和响应面优化试验,最后分析了充填材料硬化机制与微观形貌。试验发现矸石-煤气化渣基充填材料(GCBM)流动度与固含量、灰渣掺量和AAS掺量均呈负相关。强度与固含量(一定范围内)和AAS掺量呈正相关,随煤气化渣掺量增加而先升高后降低。基于响应面法(RSM)获得的最优配比为:固含量75.35wt%、灰渣掺量24.13wt%、碱激发矿渣掺量4.94wt%。化学成分与微观结构测试与分析发现,GCBM中凝胶相主要为水化铝硅酸钙(C–A–S–H)、水化铝硅酸钠(N–A–S–H)和水化铝硅酸钾(K–A–S–H)。凝胶附着并包裹惰性固体颗粒的过程开始于碱激发体系中溶解的Si、Al、Ca、Na、K等元素在固相颗粒表面发生异相成核。断裂面的大量球形坑表明,煤气化渣中的玻璃微珠在一定程度上降低了GCBM强度。此外,对GCBM的比表面积和孔隙结构进行了分析,并初步验证了其环境安全性。研究结果可为固体废弃物特别是矸石和煤气化渣的大规模高效充填处置提供理论指导。

 

Optimization in the design of gangue and coal gasification slag-based backfill materials based on the response surface methodology

Abstract: Backfilling and grouting in the goaf are effective methods that can efficiently dispose of solid wastes including coal gangue (CG) and coal gasification slag (CGS). When backfilling is solely for solid waste disposal, the strength requirement for backfill materials is low. In view of this, a gangue and coal gasification slag-based backfill material (GCBM) was prepared, using a low content of alkali-activated slag (AAS) to adjust its mechanical properties. Considering three influencing factors (solid content, CGS content, and AAS content), single-factor experiments and optimization experiments based on response surface methodology (RSM) were conducted, with fluidity and strength as the optimization objectives. Finally, the hardening mechanism and microstructure of GCBM were analyzed. Test results show that the fluidity of GCBM is negatively correlated with solid content, CGS content, and AAS content; the strength is positively correlated with solid content (in a certain range) and AAS content, and first increases and then decreases with the increment of CGS content. The optimal mix-proportions obtained via RSM were as follows: 75.35wt% solid content, 24.13wt% CGS content, and 4.94wt% AAS content. Analysis of GCBM’s chemical composition and microstructure indicates that its main gel phases are calcium aluminosilicate hydrate (C–A–S–H), sodium aluminosilicate hydrate (N–A–S–H), and potassium aluminosilicate hydrate (K–A–S–H). The gels begin to adhere to and wrap inert solid particles when elements Si, Al, Ca, Na, and K dissolved in the alkali-activated system undergo heterogeneous nucleation on solid particle surfaces. The presence of multiple spherical pits on the fracture planes suggests that glass microspheres in CGS to some extent reduce GCBM’s strength. The specific surface area and pore structure of GCBM were analyzed, and its environmental safety was preliminarily verified. The results provide theoretical guidance for the large-scale, efficient backfilling disposal of solid wastes, especially CG and CGS.

 

/

返回文章
返回