| INORGANIC MATERIALS AND CERAMIC MATRIX COMPOSITES |
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| Study on the Collaborative Preparation of Red Mud-Fly Ash Geopolymer UsingSlag and Carbide Slag |
| NIE Qingke1,2,*, LI Huawei1,3, ZHANG Haiqing1,4, ZHANG Rihua1,3, KONG Depeng5
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1 China Hebei Construction & Geotechnical Investigation Group Ltd., Shijiazhuang 050227, China 2 Geotechnical Engineering Technology Research Center of Hebei Province, Shijiazhuang 050227, China 3 Key Laboratory for Industrial Solid Waste Comprehensive Utilization of Hebei Province, Shijiazhuang 050227, China 4 College of Civil Engineering and Architecture, Hebei University, Baoding 071002, Hebei, China 5 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China |
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Abstract Red mud (RM) and fly ash (FA) can be alkali-activated to synthesize geopolymers, yet their mechanical strength remains limited under ambient curing conditions. In this work, an enhanced RM-FA geopolymer system was proposed by incorporating ground granulated blast furnace slag (GGBS) and carbide slag (CS) as supplementary calcium activators, forming RM-FA-GGBS (RFG) and RM-FA-CS (RFC) composites, respectively. For comparison, a cement-modified control group (RM-FA-OPC, RFO) with equivalent ordinary Portland cement (OPC) content was prepared. The effects of GGBS and CS content (4%, 8%, 12%) on mechanical performance and microstructural evolution were systematically investigated through compressive strength tests, phase analysis (XRD), pore structure characterization (MIP), and morphological observation (SEM-EDS). Results demonstrate that low additions of GGBS or CS (≤8%) effectively optimize the geopolymerization process by introducing reactive Ca, facilitating the co-precipitation of C-(A)-S-H gels with crystalline ettringite (AFt) and hydrocalumite. This synergy enhances both microstructural densification and mechanical strength. However, excessive activators (>8%) induce rapid reaction, generating discontinuous pores that compromise long-term strength. Notably, RFO-12% exhibits higher late-stage strength than RFG-12%, despite its inferior early strength compared to RFG-12%. The findings highlight that GGBS incorporation significantly improves room-temperature geopolymerization efficiency in RM-FA systems, offering a viable low-carbon material for construction applications such as pavement bases and composite foundations.
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Received: 10 May 2026
Published:
Online: 2026-05-18
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