The impact of fly ash on self-healing of slag-based engineered geopolymer composites

This study explores the influence of varying fly ash dosages on the self-healing behaviour of slag-based engineered geopolymer composites (EGCs). The findings reveal that altering the fly ash content significantly impacts the self-healing performance of EGCs. Under dry-wet cycle conditions, EGCs with lower fly ash dosages exhibit enhanced self-healing, while in a sustained 10 % NaCl solution environment, higher fly ash dosages result in superior self-healing. This divergence in performance is attributed to the different healing products formed in each environment. Specifically, a mix design (Mix4 in this research) showed apparent 150 % recovery without completely visible crack healing, which is considered as extended strain capacity rather than healing of properties at the same strain range. This phenomenon is explained by the different mechanisms governing mechanical property recovery and crack healing. Mechanical recovery is primarily driven by the formation of healing products in the interface between the fibre and matrix, whereas crack healing relies on the extensive generation and accumulation of products within the cracks. These two mechanisms have varying demands for the quantity of healing products, with mechanical property recovery requiring significantly less than crack healing.

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Publication Details

Journal
Cement and Concrete Composites
Published
2025-12-12
DOI
https://doi.org/10.1016/j.cemconcomp.2025.106447
Citations
1
Primary Topic
Microbial Applications in Construction Materials
Type
article
Field-Weighted Citation Impact
0.80
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article

The impact of fly ash on self-healing of slag-based engineered geopolymer composites

1 citations
Cement and Concrete Composites
Microbial Applications in Construction Materials
0.80
article

The impact of fly ash on self-healing of slag-based engineered geopolymer composites

article en
1 citations

Abstract

This study explores the influence of varying fly ash dosages on the self-healing behaviour of slag-based engineered geopolymer composites (EGCs). The findings reveal that altering the fly ash content significantly impacts the self-healing performance of EGCs. Under dry-wet cycle conditions, EGCs with lower fly ash dosages exhibit enhanced self-healing, while in a sustained 10 % NaCl solution environment, higher fly ash dosages result in superior self-healing. This divergence in performance is attributed to the different healing products formed in each environment. Specifically, a mix design (Mix4 in this research) showed apparent 150 % recovery without completely visible crack healing, which is considered as extended strain capacity rather than healing of properties at the same strain range. This phenomenon is explained by the different mechanisms governing mechanical property recovery and crack healing. Mechanical recovery is primarily driven by the formation of healing products in the interface between the fibre and matrix, whereas crack healing relies on the extensive generation and accumulation of products within the cracks. These two mechanisms have varying demands for the quantity of healing products, with mechanical property recovery requiring significantly less than crack healing.

Cement and Concrete CompositesVol. 167
Suez Canal University (EG), Chongqing University (CN), The University of Western Australia (AU), The University of Adelaide (AU)
Openalex Percentile: Top 21%
Microbial Applications in Construction Materials
0.80
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