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February 22, 2026Construction and Building Materials0 citationsOpen Access

Carbonation behavior and mechanical performance of low-carbon recycled concrete under different CO2 pressures

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HBHao BaoJWJie WangGXGang Xu

Key Points

  • This research aims to investigate the carbonation behavior and mechanical performance of low-carbon recycled concrete (LCRC) under varying CO2 pressures.
  • Conducted accelerated carbonation tests on LCRC with different recycled aggregate and cement replacement ratios.
  • Utilized microstructural analysis techniques including SEM, EDX, MIP, and TGA-DSC.
  • Evaluated carbonation depth and compressive strength at atmospheric and supercritical CO2 pressures.
  • Carbonation depth increased significantly with higher recycled aggregate and cement replacement ratios.
  • Compressive strength of LCRC was 47% higher under supercritical CO2 conditions compared to uncarbonated samples.
  • Maximum carbon uptake capacity reached 96.09 kg CO2/m3 of LCRC.

Abstract

The construction industry faces challenges from high cement-related carbon emissions and construction waste. To address carbon reduction, sequestration, and waste utilization, accelerated carbonation tests were conducted on low-carbon recycled concrete (LCRC) to evaluate the effects of recycled aggregate (RA) replacement ratio of natural aggregate (NA), cement replacement ratio by ground granulated blast-furnace slag (GGBS), and external CO 2 pressure on carbonation depth and compressive strength. Microstructural analyses (SEM, EDX, MIP, and TGA-DSC) were conducted to analyze the microstructure, elemental distribution, pore structure, and compositional changes in LCRC before and after carbonation. Results showed that the LCRC carbonation depth increased and the compressive strength decreased with the increase of the RA and cement replacement ratios. The elevated external CO 2 pressure significantly accelerated carbonation, enhancing both carbonation depth and compressive strength. Under supercritical condition (7.5 MPa), the carbonation depth of the LCRC increased by an average of 164 % compared to samples at 0.1 MPa, while the average compressive strength was 47 % higher than that of the uncarbonated samples. Carbonation converts flocculent C-S-H gel into CaCO 3 , refining the pore structure and reducing porosity by 28–34 %. Based on the TGA result difference inversion, a method for determining Ca(OH) 2 and C-S-H contents in LCRC was proposed, revealing pre-carbonation contents of 17–37 % and 63–83 %, respectively. The maximum carbon uptake capacity reached 96.09 kg CO 2 /m 3 of LCRC, highlighting its potential to support a low-carbon circular concrete industry. • Systematic LCRC carbonation tests were conducted from atmospheric to supercritical conditions. • The average compressive strength of LCRC increased by 47 % under supercritical conditions. • A model was proposed to determine C-S-H and Ca(OH) 2 contents in LCRC. • LCRC can sequester up to 64.24 kg CO 2 /m 3 after supercritical carbonation treatment. • The accelerated carbonation mechanism of LCRC under different CO 2 pressures were revealed.

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Cite This Study

Bao et al. (2026) studied this question.

synapsesocial.com/papers/699a9d50482488d673cd32a5https://doi.org/10.1016/j.conbuildmat.2026.145684
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Also Consider

Synapse has enriched 5 closely related papers on similar clinical questions. Consider them for comparative context:

  1. 1Accelerated Carbonation Techniques of Recycled Concrete Aggregates: A Systematic Review of Methods, Effects, and Optimal Conditions2026 · 3 citations
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  3. 3Chemically engineered carbonation of recycled concrete powder for high-reactivity precursors in fly ash-based low-carbon concrete: from ionic evolution to structural performance2026
  4. 4Carbonation Treatments for Durable Low-Carbon Recycled Aggregate Concrete2025
  5. 5Effect of carbonated recycled concrete fines on the performance of limestone–calcined clay cement2025