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    Shear-Thickening Behavior of Cement Pastes under Combined Effects of Mineral Admixture and Time

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 002
    Author:
    Yang Hu;Lu Cairong;Mei Guoxing
    DOI: 10.1061/(ASCE)MT.1943-5533.0002123
    Publisher: American Society of Civil Engineers
    Abstract: The fresh-state behavior of plain and silica fume (SF)-modified cement pastes was measured using a wide-gap viscometer. The Herschel–Bulkley (H–B) model was used to describe the rheology of fresh cement pastes. The H–B parameters (including yield stress, consistency coefficient, and flow index) under coupling effect of SF and water addition time were provided. According to the experimental results, the shear-thickening behavior was found to be strongly influenced by the SF content as well as the time after water addition. The flow index declined with SF and water addition time in general. Finally, simplified models were constructed by forecasting the value of flow index as well as H–B yield stress of pastes containing different mineral admixtures under coupled SF content and water addition time.
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      Shear-Thickening Behavior of Cement Pastes under Combined Effects of Mineral Admixture and Time

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    contributor authorYang Hu;Lu Cairong;Mei Guoxing
    date accessioned2019-02-26T07:30:54Z
    date available2019-02-26T07:30:54Z
    date issued2018
    identifier other%28ASCE%29MT.1943-5533.0002123.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4247506
    description abstractThe fresh-state behavior of plain and silica fume (SF)-modified cement pastes was measured using a wide-gap viscometer. The Herschel–Bulkley (H–B) model was used to describe the rheology of fresh cement pastes. The H–B parameters (including yield stress, consistency coefficient, and flow index) under coupling effect of SF and water addition time were provided. According to the experimental results, the shear-thickening behavior was found to be strongly influenced by the SF content as well as the time after water addition. The flow index declined with SF and water addition time in general. Finally, simplified models were constructed by forecasting the value of flow index as well as H–B yield stress of pastes containing different mineral admixtures under coupled SF content and water addition time.
    publisherAmerican Society of Civil Engineers
    titleShear-Thickening Behavior of Cement Pastes under Combined Effects of Mineral Admixture and Time
    typeJournal Paper
    journal volume30
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002123
    page4017282
    treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 002
    contenttypeFulltext
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