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    Effect of Different Lime-Anhydrite Ratios on the Hydration Process of Sulfoaluminate Cement

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 010::page 04022242
    Author:
    Jiru Wang
    ,
    Haibo Zhang
    ,
    Yanan Guo
    ,
    Yu Zhu
    DOI: 10.1061/(ASCE)MT.1943-5533.0004397
    Publisher: ASCE
    Abstract: In this paper, the influence of lime-anhydrite (L/A) ratio on the strength development, cement hydration, and setting time of calcium sulfoaluminate cement (CSA) is systemically investigated. Based on Raman spectroscopy and Thermogravimetric and differential thermal analysis (TG-DTA), the results showed that the hydration rate and the amounts and proportion of hydration products [monosulfate ettringe (AFm), ettringite (AFt), and AH3] were strongly influenced by L/A. When L/A was 1:3, the AFt formation was present by the fastest rate and accounted for the largest proportion of the whole hydration products, further resulting in the highest strength. When L/A≤1∶3, the process of cement hydration can be divided into induction, the formation of AFt and AFm, interconversion between AFm and AFt, and stabilization stage, respectively. However, when L/A>1∶3, there was no induction stage, and hydration process directly went into the accelerated period.
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      Effect of Different Lime-Anhydrite Ratios on the Hydration Process of Sulfoaluminate Cement

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4287775
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    contributor authorJiru Wang
    contributor authorHaibo Zhang
    contributor authorYanan Guo
    contributor authorYu Zhu
    date accessioned2022-12-27T20:40:23Z
    date available2022-12-27T20:40:23Z
    date issued2022/10/01
    identifier other(ASCE)MT.1943-5533.0004397.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287775
    description abstractIn this paper, the influence of lime-anhydrite (L/A) ratio on the strength development, cement hydration, and setting time of calcium sulfoaluminate cement (CSA) is systemically investigated. Based on Raman spectroscopy and Thermogravimetric and differential thermal analysis (TG-DTA), the results showed that the hydration rate and the amounts and proportion of hydration products [monosulfate ettringe (AFm), ettringite (AFt), and AH3] were strongly influenced by L/A. When L/A was 1:3, the AFt formation was present by the fastest rate and accounted for the largest proportion of the whole hydration products, further resulting in the highest strength. When L/A≤1∶3, the process of cement hydration can be divided into induction, the formation of AFt and AFm, interconversion between AFm and AFt, and stabilization stage, respectively. However, when L/A>1∶3, there was no induction stage, and hydration process directly went into the accelerated period.
    publisherASCE
    titleEffect of Different Lime-Anhydrite Ratios on the Hydration Process of Sulfoaluminate Cement
    typeJournal Article
    journal volume34
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004397
    journal fristpage04022242
    journal lastpage04022242_11
    page11
    treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 010
    contenttypeFulltext
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