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    Effect of Sodium Sulfate Activator on Compressive Strength and Hydration of Fly-Ash Cement Pastes

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 006
    Author:
    Phuong Trinh Bui
    ,
    Yuko Ogawa
    ,
    Kenji Kawai
    DOI: 10.1061/(ASCE)MT.1943-5533.0003195
    Publisher: ASCE
    Abstract: In the study, the effect of 4% sodium sulfate (Na2SO4) as an activator on cement pastes with 0%, 20%, and 40% fly-ash replacements and a low water-to-cementitious materials ratio of 0.30 was investigated. The investigation was conducted to evaluate the effectiveness of the technique for the utilization of fly ash in developing sustainable concrete. The use of Na2SO4 decreased setting times of the fresh pastes and increased compressive strength of the hardened pastes up to 28 days irrespective of fly-ash replacement. The use decreased Ca(OH)2 content in the hardened pastes irrespective of fly-ash replacement. Meanwhile, it increased Ca(OH)2 consumption by the pozzolanic reaction of fly ash and content of calcium silicate and aluminate hydrates in the hardened fly-ash–cement pastes. Consequently, the use of Na2SO4 negatively affected cement hydration in the hardened cement pastes without fly ash, while it accelerated ettringite formation and pozzolanic reaction of fly ash in the hardened pastes.
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      Effect of Sodium Sulfate Activator on Compressive Strength and Hydration of Fly-Ash Cement Pastes

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4266315
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    • Journal of Materials in Civil Engineering

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    contributor authorPhuong Trinh Bui
    contributor authorYuko Ogawa
    contributor authorKenji Kawai
    date accessioned2022-01-30T19:59:01Z
    date available2022-01-30T19:59:01Z
    date issued2020
    identifier other%28ASCE%29MT.1943-5533.0003195.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266315
    description abstractIn the study, the effect of 4% sodium sulfate (Na2SO4) as an activator on cement pastes with 0%, 20%, and 40% fly-ash replacements and a low water-to-cementitious materials ratio of 0.30 was investigated. The investigation was conducted to evaluate the effectiveness of the technique for the utilization of fly ash in developing sustainable concrete. The use of Na2SO4 decreased setting times of the fresh pastes and increased compressive strength of the hardened pastes up to 28 days irrespective of fly-ash replacement. The use decreased Ca(OH)2 content in the hardened pastes irrespective of fly-ash replacement. Meanwhile, it increased Ca(OH)2 consumption by the pozzolanic reaction of fly ash and content of calcium silicate and aluminate hydrates in the hardened fly-ash–cement pastes. Consequently, the use of Na2SO4 negatively affected cement hydration in the hardened cement pastes without fly ash, while it accelerated ettringite formation and pozzolanic reaction of fly ash in the hardened pastes.
    publisherASCE
    titleEffect of Sodium Sulfate Activator on Compressive Strength and Hydration of Fly-Ash Cement Pastes
    typeJournal Paper
    journal volume32
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003195
    page04020117
    treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 006
    contenttypeFulltext
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