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    Creep of Sand–Rubber Mixtures

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 012
    Author:
    Anh T. Ngo
    ,
    Julio R. Valdes
    DOI: 10.1061/(ASCE)0899-1561(2007)19:12(1101)
    Publisher: American Society of Civil Engineers
    Abstract: This technical note documents an experimental study conducted to examine the time-dependent mechanical response of specimens composed of sand and granulated tire rubber, loaded in one-dimensional compression. The results indicate that sand–rubber creep is significant and may be reasonably estimated with the use of an available soil creep model. The swelling of granulated tire rubber due to oil absorption reveals the potential for its use as a stabilizing engineering material.
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      Creep of Sand–Rubber Mixtures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/46268
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    contributor authorAnh T. Ngo
    contributor authorJulio R. Valdes
    date accessioned2017-05-08T21:18:14Z
    date available2017-05-08T21:18:14Z
    date copyrightDecember 2007
    date issued2007
    identifier other%28asce%290899-1561%282007%2919%3A12%281101%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46268
    description abstractThis technical note documents an experimental study conducted to examine the time-dependent mechanical response of specimens composed of sand and granulated tire rubber, loaded in one-dimensional compression. The results indicate that sand–rubber creep is significant and may be reasonably estimated with the use of an available soil creep model. The swelling of granulated tire rubber due to oil absorption reveals the potential for its use as a stabilizing engineering material.
    publisherAmerican Society of Civil Engineers
    titleCreep of Sand–Rubber Mixtures
    typeJournal Paper
    journal volume19
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2007)19:12(1101)
    treeJournal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 012
    contenttypeFulltext
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