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    Experimental Study of Combined Effects of Fibers and Nanosilica on Mechanical Properties of Cemented Sand

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 006
    Author:
    Saman Soleimani Kutanaei
    ,
    Asskar Janalizadeh Choobbasti
    DOI: 10.1061/(ASCE)MT.1943-5533.0001521
    Publisher: American Society of Civil Engineers
    Abstract: In this study, a series of laboratory tests were performed to investigate the effects of nanosilica and polyvinyl alcohol (PVA) fiber on the mechanical properties and durability of cemented sand. The cement contents were 2, 4, and 6% by weight of the dry sand, and specimens were cured for 7, 28, and 90 days. The fiber contents were 0.0, 0.3, 0.6, and 1% by weight of dry sand cement mixture, and the nanosilica contents were 0, 4, 8, and 12% by weight of cement. Unconfined compression strength (UCS) and resist chloride ion penetration (CIP) were assessed in this study. The results showed an optimum percentage for the nanosilica in which the behavior of fiber-reinforced cemented sand improves significantly.
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      Experimental Study of Combined Effects of Fibers and Nanosilica on Mechanical Properties of Cemented Sand

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    contributor authorSaman Soleimani Kutanaei
    contributor authorAsskar Janalizadeh Choobbasti
    date accessioned2017-05-08T22:32:36Z
    date available2017-05-08T22:32:36Z
    date copyrightJune 2016
    date issued2016
    identifier other49012343.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82332
    description abstractIn this study, a series of laboratory tests were performed to investigate the effects of nanosilica and polyvinyl alcohol (PVA) fiber on the mechanical properties and durability of cemented sand. The cement contents were 2, 4, and 6% by weight of the dry sand, and specimens were cured for 7, 28, and 90 days. The fiber contents were 0.0, 0.3, 0.6, and 1% by weight of dry sand cement mixture, and the nanosilica contents were 0, 4, 8, and 12% by weight of cement. Unconfined compression strength (UCS) and resist chloride ion penetration (CIP) were assessed in this study. The results showed an optimum percentage for the nanosilica in which the behavior of fiber-reinforced cemented sand improves significantly.
    publisherAmerican Society of Civil Engineers
    titleExperimental Study of Combined Effects of Fibers and Nanosilica on Mechanical Properties of Cemented Sand
    typeJournal Paper
    journal volume28
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001521
    treeJournal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 006
    contenttypeFulltext
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