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Experimental Study on Abrasion Resistance of Self-Compacting Concrete

Weixi Zhu1,2,3, Yongdong Meng1,3,*, Jindong Xie2, Zhenglong Cai1,3, Yu Lyu2, Xiaowei Xu1,3

1 Hubei Key Laboratory of Disaster Prevention and Mitigation, China Three Gorges University, Yichang, 443002, China
2 Huaneng Lancang River Hydropower Inc., Kunming, 650214, China
3 College of Water Conservancy and Environment, China Three Gorges University, Yichang, 443002, China

* Corresponding Author: Yongdong Meng. Email: email

(This article belongs to the Special Issue: Sustainable and Durable Construction Materials)

Structural Durability & Health Monitoring 2025, 19(6), 1733-1744. https://doi.org/10.32604/sdhm.2025.070098

Abstract

To mitigate the severe abrasion damage caused by high-velocity water flow in hydraulic engineering applications in Xizang, China, this study systematically optimized key mix design parameters, including aggregate gradation, sand ratio, fly ash content, and superplasticizer dosage. Based on the optimized mix, the combined effects of an abrasion-resistance enhancement admixture (AEA) and silica fume (SF) on the abrasion resistance of self-compacting concrete (SCC) were examined. The results demonstrated that the appropriate incorporation of AEA and SF significantly improved the abrasion resistance of SCC without compromising its workability. The proposed mix design not only achieves superior abrasion resistance but also provides practical guidance for the material design and engineering application of durable hydraulic concrete in harsh environments. Future research will focus on comprehensive durability assessments by simulating extreme hydraulic conditions, including sustained exposure to high-velocity sediment-laden flows, repeated freeze-thaw cycles, and corrosive salt spray environments, to thoroughly evaluate the long-term performance evolution of abrasion-resistant self-compacting concrete. Meanwhile, advanced microstructural analytical methods should be applied toelaborate the synergistic mechanisms of abrasion-resistance enhancement admixture (AEA), silica fume (SF), and steel fibers in altering the hydration product formation, optimizing the distribution of pore structure, and strengthening interfacial transition zones, to establish a solid scientific foundation for the development of high-performance composite materials.

Keywords

Abrasion resistance; self-compacting concrete; abrasion-resistance enhancement admixture; silica fume

Cite This Article

APA Style
Zhu, W., Meng, Y., Xie, J., Cai, Z., Lyu, Y. et al. (2025). Experimental Study on Abrasion Resistance of Self-Compacting Concrete. Structural Durability & Health Monitoring, 19(6), 1733–1744. https://doi.org/10.32604/sdhm.2025.070098
Vancouver Style
Zhu W, Meng Y, Xie J, Cai Z, Lyu Y, Xu X. Experimental Study on Abrasion Resistance of Self-Compacting Concrete. Structural Durability Health Monit. 2025;19(6):1733–1744. https://doi.org/10.32604/sdhm.2025.070098
IEEE Style
W. Zhu, Y. Meng, J. Xie, Z. Cai, Y. Lyu, and X. Xu, “Experimental Study on Abrasion Resistance of Self-Compacting Concrete,” Structural Durability Health Monit., vol. 19, no. 6, pp. 1733–1744, 2025. https://doi.org/10.32604/sdhm.2025.070098



cc Copyright © 2025 The Author(s). Published by Tech Science Press.
This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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