Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/118255
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.contributorResearch Centre for Resources Engineering towards Carbon Neutralityen_US
dc.creatorCui, Ken_US
dc.creatorZhao, Den_US
dc.creatorYingliang, Yen_US
dc.creatorZheng, Yen_US
dc.creatorWu, Wen_US
dc.creatorQin, Qen_US
dc.creatorNie, Fen_US
dc.creatorChang, Jen_US
dc.creatorShen, Pen_US
dc.creatorPoon, CSen_US
dc.date.accessioned2026-03-26T07:31:23Z-
dc.date.available2026-03-26T07:31:23Z-
dc.identifier.issn0008-8846en_US
dc.identifier.urihttp://hdl.handle.net/10397/118255-
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.subjectAFt stabilityen_US
dc.subjectCalcium sulfoaluminate cementen_US
dc.subjectCO2 induced SCMsen_US
dc.subjectHighly reactive calcium carbonateen_US
dc.titleDevelopment of CO₂-induced SCMs for calcium sulfoaluminate cement : towards enhancing hydration, compressive strength and later stage-ettringite stabilityen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume201en_US
dc.identifier.doi10.1016/j.cemconres.2025.108121en_US
dcterms.abstractCalcium sulfoaluminate cement (CSA) often exhibits limited long-term strength due to the lack of suitable supplementary cementitious materials (SCMs) that can effectively promote secondary hydration. This study introduces a novel approach for preparing CO<inf>2</inf> induced SCMs (CSCMs) derived from CSA, aiming to overcome this limitation and enhance both hydration kinetics and mechanical performance. CSCMs, produced by CO<inf>2</inf> induced CSA for three hours, consist of polycrystalline calcium carbonate phases, specifically, aragonite (7.6 %), vaterite (2.1 %) and calcite (22.4 %), alongside amorphous Al-Si gel. When incorporated into CSA at a dosage of 10 wt%, these CSCMs significantly accelerated hydration, resulting in increased formation of AFt and AH<inf>3</inf>, which boosted early compressive strength by 22.7 % in one day and 14.4 % at three days compared to control samples. Beyond early strength gains, the presence of CSCMs facilitated further reactions among calcium carbonate, Al-Si gel, and C<inf>4</inf>A<inf>3</inf>Š, leading to the generation of Mc and Hc phases. These products stabilized AFt and contributed to improving compressive strength over extended curing periods. After 180 days, samples containing CSCMs exhibited strength increases of 26.1 % (5 % CSCMs), 31.8 % (10 % CSCMs), and 27.2 % (20 % CSCMs), while the control sample experienced a 5.9 % strength reduction and 8.2 % AFt decomposition. The enhanced performance is attributed to the high reactivity and nucleation effects of the calcium carbonate and Al-Si gel components. This study developed low-cost CSCMs for dedicated CSA, while resolving the conflict between CSA strength development and carbon emission reduction.en_US
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationCement and concrete research, Mar. 2026, v. 201, 108121en_US
dcterms.isPartOfCement and concrete researchen_US
dcterms.issued2026-03-
dc.identifier.scopus2-s2.0-105026172187-
dc.identifier.eissn1873-3948en_US
dc.identifier.artn108121en_US
dc.description.validate202603 bchyen_US
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG001333/2026-02-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextFunding text 1: The author would like to appreciate the Zheng Dapeng of Shenzhen University for his assistance with the experimental analysis. The authors wish to thank financial support provided by the National Natural Science Foundation of China ( 52208276 ), Global Cement and Concrete Association and China Resources Power Holdings (Hezhou) Co. Ltd., Research Grants Council (GRF, 15216923 ) for financial support.; Funding text 2: The author would like to appreciate the Zheng Dapeng of Shenzhen University for his assistance with the experimental analysis. The authors wish to thank financial support provided by the National Natural Science Foundation of China (52208276), Global Cement and Concrete Association and China Resources Power Holdings (Hezhou) Co. Ltd. Research Grants Council (GRF, 15216923) for financial support.en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2028-03-31en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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Embargo End Date 2028-03-31
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