Development of Foam Concrete toward High Strength and CO<sub>2</sub> Sequestration

Excessive CO2 emissions present major environmental challenges. This study developed carbonation-enhanced high-strength foam concrete (HSFC) to maximize the CO2 sequestration and utilization. HSFC was produced by incorporating a fine and stable foam into a designed dense paste matrix, followed by carbonation enhancement. Micro and macro tests revealed that HSFC achieved a notable CO2 uptake capacity of up to 12.6 wt % (∼90 kg of CO2 per m3 of concrete). In the low water-to-binder (W/B) ratio system, carbonation curing consumed calcium hydroxide, calcium silicate hydrate (CSH) gel, and unhydrated cement, producing substantial amounts of calcium carbonates (CCs) in three forms: amorphous, calcite (predominant), and aragonite (at higher carbonation levels). Notably, the carbonation process slightly increased the matrix microhardness by filling micropores and reducing porosity by 19.8%. The generation of CCs on foam pore walls refined the pore size, further enhancing HSFC compressive strength to nearly double that of conventional foam concrete at a similar density. Carbonation curing also improved durability, reducing water absorption and increasing electrical resistance. Finally, strategies for fabricating high-performance HSFC with significant environmental benefits were proposed, contributing to sustainable construction practices.

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Publication Details

Journal
ACS Sustainable Chemistry & Engineering
Published
2024-10-28
DOI
https://doi.org/10.1021/acssuschemeng.4c05136
Citations
22
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
5.74

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Development of Foam Concrete toward High Strength and CO2 Sequestration

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Development of Foam Concrete toward High Strength and CO2 Sequestration

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article en
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Abstract

Excessive CO2 emissions present major environmental challenges. This study developed carbonation-enhanced high-strength foam concrete (HSFC) to maximize the CO2 sequestration and utilization. HSFC was produced by incorporating a fine and stable foam into a designed dense paste matrix, followed by carbonation enhancement. Micro and macro tests revealed that HSFC achieved a notable CO2 uptake capacity of up to 12.6 wt % (∼90 kg of CO2 per m3 of concrete). In the low water-to-binder (W/B) ratio system, carbonation curing consumed calcium hydroxide, calcium silicate hydrate (CSH) gel, and unhydrated cement, producing substantial amounts of calcium carbonates (CCs) in three forms: amorphous, calcite (predominant), and aragonite (at higher carbonation levels). Notably, the carbonation process slightly increased the matrix microhardness by filling micropores and reducing porosity by 19.8%. The generation of CCs on foam pore walls refined the pore size, further enhancing HSFC compressive strength to nearly double that of conventional foam concrete at a similar density. Carbonation curing also improved durability, reducing water absorption and increasing electrical resistance. Finally, strategies for fabricating high-performance HSFC with significant environmental benefits were proposed, contributing to sustainable construction practices.

ACS Sustainable Chemistry & EngineeringVol. 12(45)
Hong Kong Polytechnic University (HK), Wuhan University of Technology (CN), The University of Tokyo (JP)
Research Grants Council, University Grants Committee, Innovation and Technology Fund
Climate action
Openalex Percentile: Top 3%
Concrete and Cement Materials Research
5.74
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