Author
Listed:
- Yu Yin
(School of Resources, Environment and Safety Engineering, University of South China, Hengyang 421001, China
Sinosteel Ma’anshan General Institute of Mining Research Co., Ltd., Ma’anshan 243000, China)
- Shijiao Yang
(School of Resources, Environment and Safety Engineering, University of South China, Hengyang 421001, China)
- Yan He
(School of Resources, Environment and Safety Engineering, University of South China, Hengyang 421001, China)
- Rong Yang
(School of Resources, Environment and Safety Engineering, University of South China, Hengyang 421001, China)
- Qian Kang
(School of Emergency Management and Safety Engineering, Jiangxi University of Science and Technology, Ganzhou 341000, China)
Abstract
Cemented tailings backfill (CTB) is widely used in mining operations due to its operational simplicity, reliable performance, and environmental benefits. However, the poor consolidation of fine tailings with ordinary Portland cement (OPC) remains a critical challenge, leading to excessive backfill costs. This study addresses the utilization of modified manganese slag (MMS) as a supplementary cementitious material (SCM) for fine tailings from an iron mine in Anhui, China. Sodium silicate (Na 2 SiO 3 ) modification coupled with melt-water quenching was implemented to activate the pozzolanic reactivity of manganese slag (MS) through glassy structure alteration. The MMS underwent comprehensive characterization via physicochemical analysis, X-ray diffraction (XRD), and Fourier-transform infrared spectroscopy (FTIR) to elucidate its physicochemical attributes, mineralogical composition, and glassy phase architecture. The unconfined compressive strength (UCS) of the CTB samples prepared with MMS, OPC, tailings, and water (T-MMS) was systematically evaluated at curing ages of 7, 28, and 60 days. The results demonstrate that MMS predominantly consists of SiO 2 , Al 2 O 3 , CaO, and MnO, exhibiting a high specific surface area and extensive vitrification. Na 2 SiO 3 modification induced depolymerization of the highly polymerized Q 4 network into less-polymerized Q 2 chain structures, thereby enhancing the pozzolanic reactivity of MMS. This structural depolymerization facilitated formation of stable gel products with low calcium–silicon ratios, conferring upon the T-MMS10 sample a 60-day strength of 3.85 MPa, representing a 94.4% enhancement over the T-OPC. Scanning electron microscopy–energy dispersive spectroscopy (SEM-EDS) analysis revealed that Na 2 SiO 3 modification precipitated extensive calcium silicate hydrate (C-S-H) gel formation and pore refinement, forming a dense networked framework that superseded the porous microstructure of the control sample. Additionally, the elevated zeta potential for T-MMS10 engendered electrostatic repulsion, while the aluminosilicate gel provided imparted lubrication, collectively improving the flowability of the composite slurry exhibiting a 26.40 cm slump, which satisfies the requirements for pipeline transportation in backfill operations.
Suggested Citation
Yu Yin & Shijiao Yang & Yan He & Rong Yang & Qian Kang, 2026.
"Sustainable Utilization of Modified Manganese Slag in Cemented Tailings Backfill: Mechanical and Microstructural Properties,"
Sustainability, MDPI, vol. 18(3), pages 1-17, January.
Handle:
RePEc:gam:jsusta:v:18:y:2026:i:3:p:1336-:d:1851158
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