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dc.contributor.authorMingli Cao
dc.contributor.authorXiming Zheng
dc.date.accessioned2026-02-16T21:47:07Z
dc.date.available2026-02-16T21:47:07Z
dc.date.copyright2025/01/01
dc.date.issued2025
dc.identifier.otherJMCEE7.MTENG-18597.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309726
dc.description.abstractTo meet the demands of the construction industry for cement-based materials, nanomaterials are frequently used as additives to enhance the mechanical properties and durability of cement-based materials. This study investigates the effects of UiO-66 and its amino-functionalized derivative UiO-66-NH2 on the mechanical properties, hydration process, and microstructure of cement-based pastes with a water-to-cement ratio of 0.4. The experimental results indicate that compared to the blank group (pure cement), the addition of 0.05% of these two metal-organic frameworks (MOFs) can increase the compressive strength of cement pastes by 13.2% and 21.8%, respectively, and the flexural strength by 21.2% and 25.5%, respectively, at 28 days. X-ray diffraction results demonstrate that UiO-66 and UiO-66-NH2 exhibit similar stability behavior in cement pore solutions. The incorporation of these two MOFs enhances hydration levels in the cement hydration process, fostering increased production of hydrated calcium silicate gel. Concurrently, it fine-tunes the cement’s pore structure, amplifying its mechanical strength. This research confirms UiO-66 and UiO-66-NH2 as promising nanocement additives, laying a theoretical groundwork for incorporating UiO-66–type MOFs in composite materials based on cement.
dc.publisherAmerican Society of Civil Engineers
dc.titleEffect of UiO-66 and UiO-66-NH2 Synthesized Using In Situ Self-Assembly on the Mechanical Properties of Cement-Based Materials
dc.typeJournal Article
dc.journal.volume37
dc.journal.issue1
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/JMCEE7.MTENG-18597
dc.journal.fristpage04024473-1
dc.journal.lastpage04024473-16
dc.page16
dc.treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001
dc.contenttypeFulltext


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