Effect of carbonated recycled concrete fines on the performance of limestone–calcined clay cement

The viability of converting recycled concrete fines (RCF) into low-grade artificial limestone, through carbonation in aqueous systems, for use as a sustainable replacement for high-grade limestone in limestone–calcined clay cement (LC3) was explored. The experimental results suggest that the carbonated RCF (CRCF) exhibited high pozzolanic activity, generating additional calcium (aluminium) silicate hydrate (C-(A)-S-H) to serve as nucleation sites for LC3 hydration. The refined particle size of the CRCF and the presence of fine-sized calcium carbonate further facilitated initial ions dissolution, accelerating early-age hydration and improving the pore structure of the LC3. Moreover, the incorporation of CRCF significantly enhanced the compressive strength of the LC3. Specially, when CRCF were used as a complete replacement of limestone, the compressive strength improved by 19.82% at 3 days and 2.50% at 28 days, respectively, relative to the control. These findings demonstrate the potential of CRCF as a sustainable alternative to limestone, contributing to both efficient concrete waste utilisation and environmentally friendly LC3 production.

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Publication Details

Journal
Magazine of Concrete Research
Published
2025-11-13
DOI
https://doi.org/10.1680/jmacr.25.00247
Primary Topic
Recycled Aggregate Concrete Performance
Type
article
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article

Effect of carbonated recycled concrete fines on the performance of limestone–calcined clay cement

Yan Wang, Jin Li, Peiyuan Chen, Zhao Zong et al.
Magazine of Concrete Research
Recycled Aggregate Concrete Performance
article

Effect of carbonated recycled concrete fines on the performance of limestone–calcined clay cement

Yan Wang, Jin Li, Peiyuan Chen, Zhao Zong, Jingjing Fang, Aiguo Wang
article en

Abstract

The viability of converting recycled concrete fines (RCF) into low-grade artificial limestone, through carbonation in aqueous systems, for use as a sustainable replacement for high-grade limestone in limestone–calcined clay cement (LC3) was explored. The experimental results suggest that the carbonated RCF (CRCF) exhibited high pozzolanic activity, generating additional calcium (aluminium) silicate hydrate (C-(A)-S-H) to serve as nucleation sites for LC3 hydration. The refined particle size of the CRCF and the presence of fine-sized calcium carbonate further facilitated initial ions dissolution, accelerating early-age hydration and improving the pore structure of the LC3. Moreover, the incorporation of CRCF significantly enhanced the compressive strength of the LC3. Specially, when CRCF were used as a complete replacement of limestone, the compressive strength improved by 19.82% at 3 days and 2.50% at 28 days, respectively, relative to the control. These findings demonstrate the potential of CRCF as a sustainable alternative to limestone, contributing to both efficient concrete waste utilisation and environmentally friendly LC3 production.

Magazine of Concrete ResearchVol. 77(23-24)
Anhui Jianzhu University (CN), Anhui University of Science and Technology (CN)
Openalex Percentile: Top 63%
Recycled Aggregate Concrete Performance
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Effect of carbonated recycled concrete fines on the performance of limestone–calcined clay cement — Yan Wang, Jin Li, et al. · Magazine of Concrete Research (2025) | TGRS Research Map | TGRS