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    Flexural Strength Characteristics of Compacted Cement-Polypropylene Fiber Sand

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 009
    Author:
    Pitthaya Jamsawang
    ,
    Panich Voottipruex
    ,
    Suksun Horpibulsuk
    DOI: 10.1061/(ASCE)MT.1943-5533.0001205
    Publisher: American Society of Civil Engineers
    Abstract: An improvement of flexural strength of cement stabilized sand using polypropylene fibers designated as compacted cement-polypropylene fiber-sand (CCFS) is investigated in this research. The studied material performance of the CCFS includes postpeak behavior, toughness, and equivalent flexural strength ratio. The fiber inclusion significantly improves the postpeak flexural behavior, which is a requirement for bound pavement materials. The first peak flexural strength
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      Flexural Strength Characteristics of Compacted Cement-Polypropylene Fiber Sand

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    contributor authorPitthaya Jamsawang
    contributor authorPanich Voottipruex
    contributor authorSuksun Horpibulsuk
    date accessioned2017-05-08T22:25:10Z
    date available2017-05-08T22:25:10Z
    date copyrightSeptember 2015
    date issued2015
    identifier other44326535.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80291
    description abstractAn improvement of flexural strength of cement stabilized sand using polypropylene fibers designated as compacted cement-polypropylene fiber-sand (CCFS) is investigated in this research. The studied material performance of the CCFS includes postpeak behavior, toughness, and equivalent flexural strength ratio. The fiber inclusion significantly improves the postpeak flexural behavior, which is a requirement for bound pavement materials. The first peak flexural strength
    publisherAmerican Society of Civil Engineers
    titleFlexural Strength Characteristics of Compacted Cement-Polypropylene Fiber Sand
    typeJournal Paper
    journal volume27
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001205
    treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 009
    contenttypeFulltext
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