Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116623
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorZhang, Qen_US
dc.creatorZhang, Yen_US
dc.creatorChang, Jen_US
dc.creatorWu, Ken_US
dc.creatorDing, Sen_US
dc.creatorLiu, Xen_US
dc.creatorZhao, Qen_US
dc.date.accessioned2026-01-07T05:56:00Z-
dc.date.available2026-01-07T05:56:00Z-
dc.identifier.urihttp://hdl.handle.net/10397/116623-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.subjectCalcium sulfoaluminate cementen_US
dc.subjectCompressive strengthen_US
dc.subjectDry iceen_US
dc.subjectEttringiteen_US
dc.subjectMicrostructureen_US
dc.titleA user-friendly and low-carbon approach to tackle the later-age strength degradation of low-carbon cement : application of dry iceen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume104en_US
dc.identifier.doi10.1016/j.jobe.2025.112378en_US
dcterms.abstractCalcium sulfoaluminate (CSA) cement is recognized as a promising low-carbon alternative to Portland cement for mitigating carbon emissions. However, its widespread application is limited by the degradation of its later-age strength, primarily attributed to the unstable expansion of ettringite, one of its hydration products. This study proposed a user-friendly and low-carbon approach to mitigate this degradation by incorporating dry ice. The incorporation of dry ice enhanced the compressive strength of CSA cement at both early and later ages. At 1 d, specific amounts of dry ice (0.6 wt% ∼ 1.2 wt%) promoted the hydration of ye'elimite, generating more ettringite with smaller crystallite size and densifying the pore structure. By 28 d, the use of large amounts of dry ice (0.8 wt% ∼ 1.2 wt%) effectively alleviated the later-age strength degradation by promoting the carbonation of ettringite, thereby reducing both its crystallite size and content. The formation of calcium carbonate and smaller ettringite crystal could achieve a synergistic effect to fill the pore structure, leading to smaller pore volume and lower porosity.en_US
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationJournal of building engineering, 15 June 2025, v. 104, 112378en_US
dcterms.isPartOfJournal of building engineeringen_US
dcterms.issued2025-06-15-
dc.identifier.scopus2-s2.0-105000414182-
dc.identifier.eissn2352-7102en_US
dc.identifier.artn112378en_US
dc.description.validate202601 bchyen_US
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG000642/2025-11-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextWe wish to thank the financial supports of National Natural Science Foundation of China (52108252, 52208441), Hebei Natural Science Foundation (E2024203068), Science Research Project of Hebei Education Department (BJK2023023), Hebei Returned Overseas Chinese Talents Foundation (C20230330), General project of the stability support plan for Shenzhen colleges and universities (20220719115545001), Key Laboratory of Advanced Civil Engineering Materials (Tongji University), Ministry of Education (No. 202305), and Provincial-Municipal Joint Fund (Youth Fund) of Guangdong Basic and Applied Basic Research Foundation (2023A1515110437).en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2027-06-15en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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Embargo End Date 2027-06-15
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