Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/115626
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorZhao, Y-
dc.creatorZheng, Y-
dc.creatorHe, J-
dc.creatorCui, K-
dc.creatorShen, P-
dc.creatorPeng, G-
dc.creatorGuo, R-
dc.creatorXia, D-
dc.creatorPoon, CS-
dc.date.accessioned2025-10-08T08:43:06Z-
dc.date.available2025-10-08T08:43:06Z-
dc.identifier.issn0958-9465-
dc.identifier.urihttp://hdl.handle.net/10397/115626-
dc.language.isoenen_US
dc.publisherPergamon Pressen_US
dc.subjectCO<sub>2</sub> mineralizationen_US
dc.subjectLC3en_US
dc.subjectSeedingsen_US
dc.subjectSurface modificationen_US
dc.subjectVigorous stirringen_US
dc.titleProduction of carbonates calcined clay cement composites via CO2-assisted vigorous stirringen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume163-
dc.identifier.doi10.1016/j.cemconcomp.2025.106181-
dcterms.abstractLimestone calcined clay cement (LC3) offers a promising approach to reducing CO2 emissions in the construction industry. However, the early-age compressive strength of LC3 is notably low, primarily due to the high clinker substitution level. This study introduces an innovative carbonate-activated calcined clay cement system, termed C4, produced through a two-step process: pretreating metakaolin (MK) and carbide slag (CS) via CO2-assisted vigorous stirring (CAVS), followed by mixing with cement. C4 demonstrated significant improvements in compressive strength, exhibiting increases of over 300 % at 1 day and 60 % at 28 days compared to LC3. These values also exceeded those of ordinary Portland cement (OPC) by 12.7 % and 8.6 %, respectively. The enhanced performance of C4 can be attributed to particle size refinement, structural modification, and phase transformation induced by the CAVS process. These changes facilitated the formation of C-(A)-S-H, which served as nucleation sites, thereby accelerating hydration reactions in C4. Additionally, the CAVS process improved the reactivity of MK by increasing its surface area and generating more active sites for reaction. Furthermore, the calcium carbonate derived from CS carbonation during CAVS exhibited higher reactivity than the calcite present in limestone, promoting monocarbonate precipitation. Collectively, these factors contributed to a denser microstructure, enhancing compressive strength development.-
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationCement and concrete composites, Oct. 2025, v. 163, 106181-
dcterms.isPartOfCement and concrete composites-
dcterms.issued2025-10-
dc.identifier.scopus2-s2.0-105007843542-
dc.identifier.eissn1873-393X-
dc.identifier.artn106181-
dc.description.validate2510 bchy-
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG000204/2025-07en_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe authors wish to thank National Key Research and Development Program of China ( 2024YFB3714802 ), National Natural Science Foundation of China ( 52308282 ), Research Grant Council ( GRF, 15216923 ), the Global Cement and Concrete Association and China Resources Power Holdings (Hezhou) Co. Ltd for financial support.en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2027-10-31en_US
dc.description.oaCategoryGreen (AAM)en_US
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