Optimized reinforcement of granite residual soil using a cement and alkaline solution: A coupling effect

• Published in: Journal of Rock Mechanics and Geotechnical Engineering Vol. 17; no. 1; pp. 509 - 523
• Main Authors: Yuan, Bingxiang, Liang, Jingkang, Zhang, Baifa, Chen, Weijie, Huang, Xianlun, Huang, Qingyu, Li, Yun, Yuan, Peng
• Format: Journal Article
• Language: English
• Published: Elsevier B.V 01.01.2025; School of Civil and Transportation Engineering,Guangdong University of Technology,Guangzhou,510006,China%School of Environmental Science and Engineering,Guangdong University of Technology,Guangzhou,510006,China%Shenzhen Key Laboratory of Natural Gas Hydrates,Academy for Advanced Interdisciplinary Studies,Southern University of Science and Technology,Shenzhen,518055,China; Elsevier
• Subjects: Alkali activation; Coupling effect; Granite residue soil (GRS); Mechanical properties; Reinforcement; Reinforcement; Mechanical properties; Granite residue soil (GRS); Alkali activation; Coupling effect; Granite residue soil(GRS)
• DOI: 10.1016/j.jrmge.2024.01.009
• ISSN: 1674-7755

Granite residual soil (GRS) is a type of weathering soil that can decompose upon contact with water, potentially causing geological hazards. In this study, cement, an alkaline solution, and glass fiber were used to reinforce GRS. The effects of cement content and SiO2/Na2O ratio of the alkaline solution on the static and dynamic strengths of GRS were discussed. Microscopically, the reinforcement mechanism and coupling effect were examined using X-ray diffraction (XRD), micro-computed tomography (micro-CT), and scanning electron microscopy (SEM). The results indicated that the addition of 2% cement and an alkaline solution with an SiO2/Na2O ratio of 0.5 led to the densest matrix, lowest porosity, and highest static compressive strength, which was 4994 kPa with a dynamic impact resistance of 75.4 kN after adding glass fiber. The compressive strength and dynamic impact resistance were a result of the coupling effect of cement hydration, a pozzolanic reaction of clay minerals in the GRS, and the alkali activation of clay minerals. Excessive cement addition or an excessively high SiO2/Na2O ratio in the alkaline solution can have negative effects, such as the destruction of C-(A)-S-H gels by the alkaline solution and hindering the production of N-A-S-H gels. This can result in damage to the matrix of reinforced GRS, leading to a decrease in both static and dynamic strengths. This study suggests that further research is required to gain a more precise understanding of the effects of this mixture in terms of reducing our carbon footprint and optimizing its properties. The findings indicate that cement and alkaline solution are appropriate for GRS and that the reinforced GRS can be used for high-strength foundation and embankment construction. The study provides an analysis of strategies for mitigating and managing GRS slope failures, as well as enhancing roadbed performance.