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    Hydration Hardening of Early Strength Low-Heat Cement under a Low-Pressure Environment

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 007::page 04024160-1
    Author:
    Li Yang
    ,
    Yanqing Xia
    ,
    Ning Wang
    ,
    Yigang Xu
    ,
    Wen Zhong
    ,
    Yan Lin
    ,
    Na Chong
    DOI: 10.1061/JMCEE7.MTENG-17345
    Publisher: American Society of Civil Engineers
    Abstract: The 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.
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      Hydration Hardening of Early Strength Low-Heat Cement under a Low-Pressure Environment

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4299209
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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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