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contributor authorLi Yang
contributor authorYanqing Xia
contributor authorNing Wang
contributor authorYigang Xu
contributor authorWen Zhong
contributor authorYan Lin
contributor authorNa Chong
date accessioned2024-12-24T10:35:37Z
date available2024-12-24T10:35:37Z
date copyright7/1/2024 12:00:00 AM
date issued2024
identifier otherJMCEE7.MTENG-17345.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299209
description abstractThe limited early strength of low-heat cement (LHC) restricts its extensive application. This work compared the hydration degree, hydration products, and pore structure of the early strength of low-heat cement (ESHLC) in standard (P) and low-pressure (0.5P) curing by XRD, TG, SEM, and MIP. Also, the mechanical strength under different curing conditions was tested and compared. The results showed that compared with standard curing, the hydration degree of the early strength low-heat cement (ESLHC) lessens at 0.5P. Besides, by 90 days, the quantity of AFt had significantly declined, and the C─ S─ H gel displayed a loose cluster-like structure at 0.5P, showing that low atmospheric pressure has the potential to hasten the development of defects in hydration products. The ESLHC paste cured at 0.5 P displayed a coarser pore structure than that cured at P. At last, the low atmospheric pressure adversely affected the ESLHC mortar’s strength. This work delves into the hydration characteristics of ESLHC under low-atmospheric-pressure conditions, providing theoretical support for applying ESLHC in plateau areas.
publisherAmerican Society of Civil Engineers
titleHydration Hardening of Early Strength Low-Heat Cement under a Low-Pressure Environment
typeJournal Article
journal volume36
journal issue7
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-17345
journal fristpage04024160-1
journal lastpage04024160-8
page8
treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 007
contenttypeFulltext


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