Effects of CO₂ treatment on the interlayer bonding in 3D-printed alkali-activated concrete

Carbon dioxide (CO₂) treatment has demonstrated considerable potential for enhancing the interlayer bonding performance of 3D-printed concrete (3DPC). However, previous studies have mainly focused on homogeneous interlayer interfaces in Portland cement-based 3DPC. The effects and underlying mechanisms of controlled CO₂ treatment on alkali-activated 3DPC remain insufficiently understood, particularly for the heterogeneous interlayer interfaces formed between different alkali-activated concrete mixtures in functionally graded concrete (FGC). To address this, the present study systematically investigates the effects of different CO₂ concentrations on the interlayer performance of homogeneous interlayer interface (HOI) and heterogeneous interlayer interfaces (HEI) specimens composed of normal alkali-activated concrete (N-AAC), alkali-activated rubber concrete (R-AAC) and alkali-activated strain-hardening cementitious composites (SH-AAC). Interlayer bonding tests, XRD, DTG-TG, FTIR, and MIP were conducted to reveal the underlying mechanisms. The results indicate that the interlayer bonding strength exhibits a nonlinear trend with increasing CO₂ concentration, showing an initial decrease, followed by an increase and a subsequent decline. At the optimal CO₂ concentration (50%), the strength of HOI specimens remained below the uncarbonated specimens, whereas HEI specimens achieved strength enhancement (12%). CO₂ treatment promoted calcium carbonate formation, with an appropriate material combination in the HEI specimens favoring the formation of thermodyanmically stable calcite. Although carbonation reduced total porosity, excessive CO₂ concentration (80%) induced pore coarsening, increasing the proportion of mesopores in HEI specimens and macropores in HOI specimens.

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Publication Details

Journal
Construction and Building Materials
Published
2026-10-30
DOI
https://doi.org/10.1016/j.conbuildmat.2026.148637
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
0.00

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article

Effects of CO₂ treatment on the interlayer bonding in 3D-printed alkali-activated concrete

Jun‐Jie Zeng, Cailong Ma, Hong-Chao Zhao, Shan-Shan Xie et al.
Construction and Building Materials
Concrete and Cement Materials Research
article

Effects of CO₂ treatment on the interlayer bonding in 3D-printed alkali-activated concrete

Jun‐Jie Zeng, Cailong Ma, Hong-Chao Zhao, Shan-Shan Xie, Hou-Qi Sun
article en

Abstract

Carbon dioxide (CO₂) treatment has demonstrated considerable potential for enhancing the interlayer bonding performance of 3D-printed concrete (3DPC). However, previous studies have mainly focused on homogeneous interlayer interfaces in Portland cement-based 3DPC. The effects and underlying mechanisms of controlled CO₂ treatment on alkali-activated 3DPC remain insufficiently understood, particularly for the heterogeneous interlayer interfaces formed between different alkali-activated concrete mixtures in functionally graded concrete (FGC). To address this, the present study systematically investigates the effects of different CO₂ concentrations on the interlayer performance of homogeneous interlayer interface (HOI) and heterogeneous interlayer interfaces (HEI) specimens composed of normal alkali-activated concrete (N-AAC), alkali-activated rubber concrete (R-AAC) and alkali-activated strain-hardening cementitious composites (SH-AAC). Interlayer bonding tests, XRD, DTG-TG, FTIR, and MIP were conducted to reveal the underlying mechanisms. The results indicate that the interlayer bonding strength exhibits a nonlinear trend with increasing CO₂ concentration, showing an initial decrease, followed by an increase and a subsequent decline. At the optimal CO₂ concentration (50%), the strength of HOI specimens remained below the uncarbonated specimens, whereas HEI specimens achieved strength enhancement (12%). CO₂ treatment promoted calcium carbonate formation, with an appropriate material combination in the HEI specimens favoring the formation of thermodyanmically stable calcite. Although carbonation reduced total porosity, excessive CO₂ concentration (80%) induced pore coarsening, increasing the proportion of mesopores in HEI specimens and macropores in HOI specimens.

Construction and Building MaterialsVol. 548
Guangdong University of Technology (CN), Adelaide University (AU), The University of Adelaide (AU), Xinjiang University (CN)
Science and Technology Department, Henan Province, Science and Technology Department of Xinjiang Uyghur Autonomous Region
Responsible consumption and production
Openalex Percentile: Top 19%
Concrete and Cement Materials Research
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