Enhancing recycled cement paste powder as a high-performance supplementary cementitious material via synergistic carbonation and ultrasonic processing

Journal Article (2026)
Author(s)

Wenjing Ma (Guangzhou University)

Jiongqi Chen (Guangzhou University)

Meng Zhou (Guangzhou University)

Xiaowei Ouyang (Guangzhou University)

Yuwei Ma (Guangzhou University)

Guang Ye (TU Delft - Civil Engineering & Geosciences)

Zongjin Li (Macau University of Science and Technology)

Jiyang Fu (Guangzhou University, Shenzhen Technology University)

Research Group
Materials and Environment
DOI related publication
https://doi.org/10.1016/j.conbuildmat.2026.146727 Final published version
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Publication Year
2026
Language
English
Research Group
Materials and Environment
Journal title
Construction and Building Materials
Volume number
531
Article number
146727
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Abstract

Carbonation of recycled cement paste powder (RP) has been widely explored for CO2 sequestration. However, the cementitious reactivity and mechanical performance of carbonated recycled cement paste powder (CRP) remain insufficient, limiting its effective utilization as a supplementary cementitious material (SCM). To address this limitation, this study proposes a two-step carbonation-ultrasonic modification strategy to transform RP into a nano-reinforced, highly active SCM. In the first step, controlled gas-solid carbonation induces the preferential formation of needle-like aragonite whiskers on RP surfaces. Subsequently, liquid-phase ultrasonic treatment detaches these whiskers while exposing the underlying silica-rich layer. The resulting liquid-solid suspension is directly incorporated into cement paste without further separation. Ultrasonic dispersion converts surface-grown aragonite into nanoscale fillers and nucleation sites, while the exposed silica-rich layer exhibits enhanced pozzolanic reactivity, collectively accelerating C-S-H nucleation and early hydration. This synergistic physical-chemical activation significantly refines pore structure. Consequently, the 28 d compressive strength increases by 37.1% relative to RP and by 26.75% compared with ordinary Portland cement (OPC). The proposed approach provides a scalable pathway for the high-value utilization of RP while simultaneously contributing to CO2 sequestration and low-carbon cementitious systems.

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