Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/105368
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorJi, G-
dc.creatorAli, HA-
dc.creatorSun, K-
dc.creatorXuan, D-
dc.creatorPeng, X-
dc.creatorLi, J-
dc.date.accessioned2024-04-12T06:51:59Z-
dc.date.available2024-04-12T06:51:59Z-
dc.identifier.urihttp://hdl.handle.net/10397/105368-
dc.language.isoenen_US
dc.publisherMolecular Diversity Preservation International (MDPI)en_US
dc.rights© 2023 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).en_US
dc.rightsThe following publication Ji G, Ali HA, Sun K, Xuan D, Peng X, Li J. Volume Deformation and Hydration Behavior of Ordinary Portland Cement/Calcium Sulfoaluminate Cement Blends. Materials. 2023; 16(7):2652 is available at https://doi.org/10.3390/ma16072652.en_US
dc.subjectCalcium sulfoaluminate cementen_US
dc.subjectHydrationen_US
dc.subjectMicrostructureen_US
dc.subjectOrdinary Portland cementen_US
dc.subjectVolume deformationen_US
dc.titleVolume deformation and hydration behavior of ordinary portland cement/calcium sulfoaluminate cement blendsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume16-
dc.identifier.issue7-
dc.identifier.doi10.3390/ma16072652-
dcterms.abstractBlends of ordinary Portland cement (OPC) and calcium sulfoaluminate (CSA) cement can be used to adjust the properties of cement for specific applications. In this study, CSA cement was used as a shrinkage-compensating admixture to improve the hydration behavior and performance (compressive strength and drying shrinkage) of OPC; the expansion behavior of the blended cement mortar was evaluate based on the saturation index of ettringite. The experimental results showed that incorporating CSA cement resulted in a delayed effect on the hydration of C3S, shortened the induction periods of the blended cement and decreased the setting time. The CSA cement also improved the early compressive strength and drying shrinkage of the OPC due to its compact microstructure. The drying shrinkage of the OPC mortar decreased by 27.8% when 6% CSA cement was used, but the formation of microcracks due to expansion could negatively impact its late compressive strength development and associated pore structures of the blends when the replacement content of CSA cement exceeded 6 wt.%. The results relevant to the expansion behavior of the CSA cements could induce crystallization stress, enhancing its resistance against shrinkage cracking.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationMaterials, Apr. 2023, v. 16, no. 7, 2652-
dcterms.isPartOfMaterials-
dcterms.issued2023-04-
dc.identifier.scopus2-s2.0-85152765097-
dc.identifier.eissn1996-1944-
dc.identifier.artn2652-
dc.description.validate202403 bcvc-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextKey Project of Open Fund of Shaanxi Key Laboratory of Safety and Durability of Concrete Structures; key R&D and Achievement Transformation Projects of the Inner Mongolia Autonomous Region; Natural Science Foundation of Chinaen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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