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    Effect of Fiber Reinforcement on the Isotropic Compression Behavior of a Sand

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 011
    Author:
    Nilo Cesar Consoli
    ,
    Michéle Dal Casagrande
    ,
    Matthew Richard Coop
    DOI: 10.1061/(ASCE)1090-0241(2005)131:11(1434)
    Publisher: American Society of Civil Engineers
    Abstract: High-pressure isotropic compression tests were carried out on samples of a uniform fine sand at different initial specific volumes, reinforced with randomly distributed polypropylene fibers (0.5% by weight, 24 mm in length and 0.023 mm thick), as well as on a nonreinforced sand specimen. Analysis of the results identified changes in the isotropic compression behavior due to the random inclusion of fibers into the sand. Two distinct and parallel normal compression lines were observed for the fiber-reinforced and nonreinforced sand. The fibers were exhumed after testing and it was found that fibers had both extended and broken, indicating that the fibers tend to suffer large plastic tensile deformations before breaking and that the fibers act under tension even in isotropic compression.
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      Effect of Fiber Reinforcement on the Isotropic Compression Behavior of a Sand

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/52622
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorNilo Cesar Consoli
    contributor authorMichéle Dal Casagrande
    contributor authorMatthew Richard Coop
    date accessioned2017-05-08T21:28:06Z
    date available2017-05-08T21:28:06Z
    date copyrightNovember 2005
    date issued2005
    identifier other%28asce%291090-0241%282005%29131%3A11%281434%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52622
    description abstractHigh-pressure isotropic compression tests were carried out on samples of a uniform fine sand at different initial specific volumes, reinforced with randomly distributed polypropylene fibers (0.5% by weight, 24 mm in length and 0.023 mm thick), as well as on a nonreinforced sand specimen. Analysis of the results identified changes in the isotropic compression behavior due to the random inclusion of fibers into the sand. Two distinct and parallel normal compression lines were observed for the fiber-reinforced and nonreinforced sand. The fibers were exhumed after testing and it was found that fibers had both extended and broken, indicating that the fibers tend to suffer large plastic tensile deformations before breaking and that the fibers act under tension even in isotropic compression.
    publisherAmerican Society of Civil Engineers
    titleEffect of Fiber Reinforcement on the Isotropic Compression Behavior of a Sand
    typeJournal Paper
    journal volume131
    journal issue11
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2005)131:11(1434)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 011
    contenttypeFulltext
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