{"title":"Performance enhancement mechanism of limestone calcined clay cement (LC3) blended with seawater","authors":"Menghuan Guo, Xiaohan Zhang, Ruyin Zhang, Yingwu Zhou, Chen Zhang, Junhao Zhou","doi":"10.1016/j.dibe.2026.100960","DOIUrl":null,"url":null,"abstract":"<div><div>This study investigates the hydration mechanism and microstructural evolution of limestone calcined clay cement (LC<sup>3</sup>) prepared with seawater. Results demonstrate that seawater significantly enhances compressive strength across all curing ages. At 28 days, seawater-based mixtures containing 35% and 50% LC<sup>3</sup> exhibited strength increases of 32% and 17%, respectively, compared to deionized-water references. Mechanistic analyses reveal that seawater effectively activates the pozzolanic reaction and accelerates calcium hydroxide consumption, promoting additional C-A-S-H gel formation. Notably, in the 35% LC<sup>3</sup> paste, seawater increased the calcium carbonate reaction degree by 115%. The resulting carboaluminate phases further react with chloride ions to form Friedel's salt, which fills pores and contributes to strength development. Furthermore, the synergistic effect of LC<sup>3</sup> and seawater refines the pore structure by reducing the critical pore entry radius. This microstructural densification endows the binder with excellent resistance to gas and water transport, highlighting the potential for seawater-mixed LC<sup>3</sup> in sustainable constructiont.</div></div>","PeriodicalId":34137,"journal":{"name":"Developments in the Built Environment","volume":"26 ","pages":"Article 100960"},"PeriodicalIF":8.7000,"publicationDate":"2026-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Developments in the Built Environment","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2666165926001183","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2026/5/28 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0
Abstract
This study investigates the hydration mechanism and microstructural evolution of limestone calcined clay cement (LC3) prepared with seawater. Results demonstrate that seawater significantly enhances compressive strength across all curing ages. At 28 days, seawater-based mixtures containing 35% and 50% LC3 exhibited strength increases of 32% and 17%, respectively, compared to deionized-water references. Mechanistic analyses reveal that seawater effectively activates the pozzolanic reaction and accelerates calcium hydroxide consumption, promoting additional C-A-S-H gel formation. Notably, in the 35% LC3 paste, seawater increased the calcium carbonate reaction degree by 115%. The resulting carboaluminate phases further react with chloride ions to form Friedel's salt, which fills pores and contributes to strength development. Furthermore, the synergistic effect of LC3 and seawater refines the pore structure by reducing the critical pore entry radius. This microstructural densification endows the binder with excellent resistance to gas and water transport, highlighting the potential for seawater-mixed LC3 in sustainable constructiont.
期刊介绍:
Developments in the Built Environment (DIBE) is a recently established peer-reviewed gold open access journal, ensuring that all accepted articles are permanently and freely accessible. Focused on civil engineering and the built environment, DIBE publishes original papers and short communications. Encompassing topics such as construction materials and building sustainability, the journal adopts a holistic approach with the aim of benefiting the community.