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Carbonation behavior of reactivated recycled concrete fines containing residual sand: effects of Ca/Si ratio adjustment and activation temperature

Carbonation behavior of reactivated recycled concrete fines containing residual sand: effects of Ca/Si ratio adjustment and activation temperature
Carbonation behavior of reactivated recycled concrete fines containing residual sand: effects of Ca/Si ratio adjustment and activation temperature

The valorization of recycled concrete fines (RCF) into reactive binders offers a sustainable solution for mitigating construction waste and carbon emissions. However, embedded sand particles hinder phase development during thermal activation. This study explores thermally activated sand-containing RCF by adjusting calcium-to-silicon ratio via limestone addition to produce reactivated cementitious materials (RCM). Carbonation-cured RCMs were analyzed for phase evolution, microstructure, and strength. Results showed that higher activation temperature with Ca addition enhanced sand reactivity and mineral formation, transitioning from α′ H-C 2S and β-C 2S below 1000 °C to low-reactivity CS or C 3S 2 at 1200 °C. Carbonation curing of RCM activated at 1000 °C with 20 wt.% limestone addition yielded the highest mechanical performance by optimizing phase reactivity, carbonation efficiency, and pore refinement, while lower strengths in other groups stemmed from insufficient CaCO 3 and silica gel. Life cycle assessment showed a 61 % CO 2 reduction compared to Portland cement, which validates thermochemical tuning for closed-loop RCF recycling.

Carbonation curing, Reactivated binders, Recycled concrete fines, Residual sand particles, Thermal activation
2772-6568
Ju, Yutong
729a1024-6d8b-4cbf-9e90-207b76676250
Li, Ye
86d13351-982d-46c3-9347-22794f647f86
Xian, Xiangping
27fc1b16-0ec8-466a-975c-7c4cc2b1cfd8
Liu, Tiejun
07e72a65-be75-4b13-b54d-9ed949c93470
Ju, Yutong
729a1024-6d8b-4cbf-9e90-207b76676250
Li, Ye
86d13351-982d-46c3-9347-22794f647f86
Xian, Xiangping
27fc1b16-0ec8-466a-975c-7c4cc2b1cfd8
Liu, Tiejun
07e72a65-be75-4b13-b54d-9ed949c93470

Ju, Yutong, Li, Ye, Xian, Xiangping and Liu, Tiejun (2025) Carbonation behavior of reactivated recycled concrete fines containing residual sand: effects of Ca/Si ratio adjustment and activation temperature. Carbon Capture Science & Technology, 18, [100557]. (doi:10.1016/j.ccst.2025.100557).

Record type: Article

Abstract

The valorization of recycled concrete fines (RCF) into reactive binders offers a sustainable solution for mitigating construction waste and carbon emissions. However, embedded sand particles hinder phase development during thermal activation. This study explores thermally activated sand-containing RCF by adjusting calcium-to-silicon ratio via limestone addition to produce reactivated cementitious materials (RCM). Carbonation-cured RCMs were analyzed for phase evolution, microstructure, and strength. Results showed that higher activation temperature with Ca addition enhanced sand reactivity and mineral formation, transitioning from α′ H-C 2S and β-C 2S below 1000 °C to low-reactivity CS or C 3S 2 at 1200 °C. Carbonation curing of RCM activated at 1000 °C with 20 wt.% limestone addition yielded the highest mechanical performance by optimizing phase reactivity, carbonation efficiency, and pore refinement, while lower strengths in other groups stemmed from insufficient CaCO 3 and silica gel. Life cycle assessment showed a 61 % CO 2 reduction compared to Portland cement, which validates thermochemical tuning for closed-loop RCF recycling.

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More information

Accepted/In Press date: 14 December 2025
e-pub ahead of print date: 15 December 2025
Published date: 18 December 2025
Keywords: Carbonation curing, Reactivated binders, Recycled concrete fines, Residual sand particles, Thermal activation

Identifiers

Local EPrints ID: 511235
URI: http://eprints.soton.ac.uk/id/eprint/511235
ISSN: 2772-6568
PURE UUID: 9628a579-f1c2-48f1-acad-e4100130a859

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Date deposited: 08 May 2026 16:52
Last modified: 09 May 2026 02:37

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Contributors

Author: Yutong Ju
Author: Ye Li ORCID iD
Author: Xiangping Xian
Author: Tiejun Liu

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