A Comparative Analysis of the Influence of Fly Ash on the Mechanical Behavior of Self-Compacting Concrete
Dawit BEZA, Muluken GETACHEW, Opeoluwa Rotimi DADA, Aschalew ZERIHUN, Bolanle Deborah IKOTUN
Abstract. Concrete is a widely used construction material composed of cement, fine and coarse aggregates, and water, mixed in specific proportions. Its strength and durability are critical for the performance of civil engineering structures, particularly in building construction. However, these properties are significantly influenced by factors such as mixed design, workmanship, and compaction methods. Therefore, research is essential to optimise and mitigate the effects of these variables, thereby enhancing the performance of concrete. This study aimed to evaluate the fresh and hardened properties of self-compacting concrete (SCC) incorporating fly ash as a partial replacement for cement. Four mix groups were prepared: a control mix with 0% fly ash, and SCC mixes with 5%, 10%, and 15% fly ash replacement. Materials were sourced locally from the Tepi and Jimma areas, apart from Class F fly ash, and chemical admixtures were acquired from Addis Ababa. The mix ratio used was 1:1.735:1.728 (cementitious material: fine aggregate: coarse aggregate), with varying cement and fly ash contents. Fresh properties were assessed using slump flow, flow table, segregation resistance, T500 mm time, and J-ring tests. Compressive strength was measured at 7, 14, and 28 days. The results demonstrated that all SCC mixes met ASTM standards for fresh properties. The compressive strength of all mixes with fly ash outperformed that of C-25 grade concrete, with the 10% replacement achieving the highest strength of 50.2 MPa. Moreover, all replacement levels up to 15% demonstrated superior performance compared to the control mix. Although the optimum replacement percentage was not definitively identified, SCC with fly ash showed improved properties across all parameters. In conclusion, the incorporation of fly ash in SCC enhances both performance and economic viability, rendering it a sustainable alternative to conventional SCC that solely uses ordinary Portland cement (OPC).
Keywords
Fly Ash, Self-Compacting Concrete, Mechanical Properties, Ordinary Portland, Cement
Published online 4/2/2026, 13 pages
Copyright © 2026 by the author(s)
Published under license by Materials Research Forum LLC., Millersville PA, USA
Citation: Dawit BEZA, Muluken GETACHEW, Opeoluwa Rotimi DADA, Aschalew ZERIHUN, Bolanle Deborah IKOTUN, A Comparative Analysis of the Influence of Fly Ash on the Mechanical Behavior of Self-Compacting Concrete, Materials Research Proceedings, Vol. 63, pp 72-84, 2026
DOI: https://doi.org/10.21741/9781644904053-9
The article was published as article 9 of the book Advances in Cement and Concrete Research
Content from this work may be used under the terms of the Creative Commons Attribution 3.0 license. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.
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