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    Influence of Polyvinyl Alcohol, Steel, and Hybrid Fibers on Fresh and Rheological Properties of Self-Consolidating Concrete

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 009
    Author:
    K. M. A. Hossain
    ,
    M. Lachemi
    ,
    M. Sammour
    ,
    M. Sonebi
    DOI: 10.1061/(ASCE)MT.1943-5533.0000490
    Publisher: American Society of Civil Engineers
    Abstract: Fiber-reinforced self-consolidating concrete (FRSCC) has a tremendous potential to be used in construction industry because it combines the advantages of both self-consolidating concrete (SCC) and fiber-reinforced concrete (FRC). Nineteen concrete mixtures are developed by incorporating different dosages (up to 0.5% volume or
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      Influence of Polyvinyl Alcohol, Steel, and Hybrid Fibers on Fresh and Rheological Properties of Self-Consolidating Concrete

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/66868
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    contributor authorK. M. A. Hossain
    contributor authorM. Lachemi
    contributor authorM. Sammour
    contributor authorM. Sonebi
    date accessioned2017-05-08T21:55:54Z
    date available2017-05-08T21:55:54Z
    date copyrightSeptember 2012
    date issued2012
    identifier other%28asce%29mt%2E1943-5533%2E0000523.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66868
    description abstractFiber-reinforced self-consolidating concrete (FRSCC) has a tremendous potential to be used in construction industry because it combines the advantages of both self-consolidating concrete (SCC) and fiber-reinforced concrete (FRC). Nineteen concrete mixtures are developed by incorporating different dosages (up to 0.5% volume or
    publisherAmerican Society of Civil Engineers
    titleInfluence of Polyvinyl Alcohol, Steel, and Hybrid Fibers on Fresh and Rheological Properties of Self-Consolidating Concrete
    typeJournal Paper
    journal volume24
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000490
    treeJournal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 009
    contenttypeFulltext
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