Rock and Soil Mechanics ›› 2026, Vol. 47 ›› Issue (11): 3671-3685.doi: 10.16285/j.rsm.2025.1267

• Fundamental Theory and Experimental Research •     Next Articles

Evolution mechanisms of mechanical performance and environmental stability of red mud stabilized with an all-solid-waste, low-carbon binder

DONG Xiao-qiang1, 2, CUI Wen-wen1, 3, YIN Shun-de3, LI Jiang-shan4, DUAN Wei1, WANG Lin-hao1, XUE Sheng-guo5   

  1. 1. Department of Civil Engineering, Taiyuan University of Technology, Taiyuan, Shanxi 030024, China; 2. School of Applied Science, Taiyuan University of Science and Technology, Taiyuan, Shanxi 030024, China; 3. Department of Civil and Environmental Engineering, University of Waterloo, Waterloo, Canada; 4. State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 5. School of Metallurgy and Environment, Central South University, Changsha, Hunan 410083, China
  • Received:2025-11-24 Accepted:2026-03-30 Online:2026-11-09 Published:2026-11-07
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52378360, 51978438), the Science and Technology Innovation Leading Talent Project of the Sanjin Talents Program (SJYC2025012), the China Scholarship Council (202406930021) and the Graduate Education Innovation Program of Shanxi Province (2025TD06).

Abstract:

 Red mud, a bulk solid waste generated by the alumina industry, is commonly stockpiled for long periods, which can induce environmental and geotechnical risks such as low pile strength and insufficient stability. Conventional cement stabilization, however, is constrained by high carbon emissions and limited immobilization efficiency. In this study, a low-carbon, all-solid-waste binder system for red mud stabilization was developed using steel slag, fly ash, and phosphogypsum as multi-source industrial solid wastes, and the mix proportions were optimized via the simplex centroid method. Results show that at a red mud/steel slag/fly ash/phosphogypsum mass ratio of 54:9:27:10, the system synergistically forms hydration products including calcium silicate hydrate (C-S-H), calcium aluminosilicate hydrate (C-A-S-H), and ettringite (AFt). The stabilized material achieved a 90-day compressive strength of approximately 14 MPa and a hydraulic conductivity of 7.4×10⁻⁷ cm/s. Consolidated undrained (CU) triaxial tests yielded a cohesion of approximately 13 kPa and an internal friction angle of approximately 30°, indicating pronounced improvements in the strength and stiffness of the stabilized material. The immobilization efficiency of Na⁺ was 63.5%, and those of heavy metals such as Pb, As, and Cr were all no less than 75.0%, with leachate concentrations below the corresponding leaching toxicity limits. After coupled freeze–thaw and salt-erosion exposure, both mass loss and strength degradation remained low, demonstrating favorable durability. These findings provide a low-carbon technical basis for in situ stabilization and resource-oriented utilization of red mud stockpiles.

Key words: red mud, all-solid-waste low-carbon binder, stockpile reinforcement, pollutant immobilization, durability

CLC Number: 

  • TQ 172
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