Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/32902
Full metadata record
DC FieldValueLanguage
dc.contributor.authorNiu, Z-
dc.contributor.authorZhou, X-
dc.contributor.authorHou, P-
dc.contributor.authorLiu, M-
dc.contributor.authorLiang, S-
dc.contributor.authorSun, Y-
dc.contributor.authorZhao, Y-
dc.contributor.authorWang, J-
dc.date.accessioned2026-02-27T11:17:22Z-
dc.date.available2026-02-27T11:17:22Z-
dc.date.issued2026-02-27-
dc.identifierORCiD: Zhichao Niu https://orcid.org/0009-0009-7571-6998-
dc.identifierORCiD: Xiangming Zhou https://orcid.org/0000-0001-7977-0718-
dc.identifierORCiD: Pengkun Hou https://orcid.org/0000-0001-9182-8556-
dc.identifierORCiD: Mingqing Liu https://orcid.org/0009-0000-9556-7912-
dc.identifierORCiD: Shuang Liang https://orcid.org/0000-0001-5093-3464-
dc.identifier.citationNiu, Z. et al. (2026) 'Nano CaCO₃ seeding for improving properties of limestone calcined clay cement through in-situ carbonation', Cement and Concrete Composites, 169, 106554, pp. 1–11. doi: 10.1016/j.cemconcomp.2026.106554.en-US
dc.identifier.issn0958-9465-
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/32902-
dc.descriptionData availability: Data will be made available on request.en-US
dc.description.abstractThis study proposes an effective strategy to simultaneously enhance the mechanical performance and CO₂ sequestration capacity of limestone calcined clay cement (LC³) incorporating low-grade calcined clay through aqueous carbonation. 25% of the cement fraction in LC³ was subjected to aqueous carbonation for 10 to 40 mins with a water-to-solid ratio of 2.0, leading to the in-situ precipitation of nano-sized CaCO₃. A maximum CO₂ uptake of 15.78% was achieved after 40 min of carbonation. After mixing with the remaining materials of the LC³ formulation, the synergistic dilution and nucleation effects of in-situ nano CaCO₃ promoted the hydration of silicate and aluminate phases, thereby refining the pore structure of LC³. At 3 days, the fraction of fine capillary pores (10-50 nm) increased remarkably, reaching 54% and 60% after 30 and 40 min of carbonation, respectively, and this refinement was largely preserved at 28 days. Consequently, the 28-day compressive strength of LC³ mortars increased by 34.93% and 32.07% at carbonation durations of 30 and 40 min, respectively, compared with the control group. However, substantial consumption of portlandite during pre-carbonation constrained the later development of carboaluminate phases, which highlights a trade-off between enhanced early hydration and limited availability of secondary hydration products. These findings offer new insights into the role of in-situ CaCO₃ precipitation in modifying hydration and pore structure, demonstrating that aqueous carbonation is an effective route to enhance LC³ performance while facilitating CO₂ sequestration.en-US
dc.description.sponsorshipAcknowledgement: The authors would like to thank the financial support from the UKRI under grant EP/X04145X/1 (i.e., the CSTO2NE project), the European Commission under grant 893469 (i.e. the NEASCMs project), the Royal Society under grant IEC\NSFC\223146, the Major Innovation Project of Guangxi Zhuang Autonomous Region (Grant No. 2024AA10004), and the China-Africa Joint Laboratory for Advanced Low-Carbon Cementitious Materials (Grant No. 2023YFE0126000). The first author would also like to thank Zhongyuan University of Technology for providing a partial PhD scholarship to him to proceed with this study at Brunel University of Londonen-US
dc.format.extentpp. 1–11-
dc.format.mediumPrint-Electronic-
dc.languageEnglishen-US
dc.language.isoengen-US
dc.publisherElsevieren-US
dc.rightsCreative Commons Attribution 4.0 International-
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/-
dc.subjectaqueous carbonationen-US
dc.subjectCO₂ sequestrationen-US
dc.subjectin-situ carbonationen-US
dc.subjectlimestone calcined clay cementen-US
dc.subjectnano CaCO₃en-US
dc.titleNano CaCO₃ seeding for improving properties of limestone calcined clay cement through in-situ carbonationen-US
dc.typeArticleen-US
dc.date.dateAccepted2026-02-26-
dc.identifier.doihttps://doi.org/10.1016/j.cemconcomp.2026.106554-
dc.relation.isPartOfCement and Concrete Composites-
pubs.publication-statusPublished-
pubs.volume169-
dc.identifier.eissn1873-393X-
dc.rights.licensehttps://creativecommons.org/licenses/by/4.0/legalcode.en-
dcterms.dateAccepted2026-02-26-
dc.rights.holderThe Authors-
dc.contributor.orcidNiu, Zhichao [0009-0009-7571-6998]-
dc.contributor.orcidZhou, Xiangming [0000-0001-7977-0718]-
dc.contributor.orcidHou, Pengkun [0000-0001-9182-8556]-
dc.contributor.orcidLiu, Mingqing [0009-0000-9556-7912]-
dc.contributor.orcidLiang, Shuang [0000-0001-5093-3464]-
dc.identifier.number106554-
Appears in Collections:Department of Civil and Environmental Engineering Research Papers

Files in This Item:
File Description SizeFormat 
FullText.pdfCopyright © 2026 The Authors. Published by Elsevier Ltd. This is an open access article under a Creative Commons license (https://creativecommons.org/licenses/by/4.0/).9.4 MBAdobe PDFView/Open


This item is licensed under a Creative Commons License Creative Commons