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    Shear Strength of Clay at Different Shear Rates

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 005
    Author:
    Ivan B. Gratchev
    ,
    Kyoji Sassa
    DOI: 10.1061/(ASCE)GT.1943-5606.0001297
    Publisher: American Society of Civil Engineers
    Abstract: A test procedure that involved shearing soil specimens at different shear rates was proposed to study the effect of shear rate on the strength recovery of three natural clays. The obtained results indicated that an increase in shear strength occurred when the shear rate decreased. This strength regain was more pronounced for higher plasticity clays, which were sheared at a relatively lower confining pressure of 100 kPa.
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      Shear Strength of Clay at Different Shear Rates

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    http://yetl.yabesh.ir/yetl1/handle/yetl/72762
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    contributor authorIvan B. Gratchev
    contributor authorKyoji Sassa
    date accessioned2017-05-08T22:10:15Z
    date available2017-05-08T22:10:15Z
    date copyrightMay 2015
    date issued2015
    identifier other37034186.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72762
    description abstractA test procedure that involved shearing soil specimens at different shear rates was proposed to study the effect of shear rate on the strength recovery of three natural clays. The obtained results indicated that an increase in shear strength occurred when the shear rate decreased. This strength regain was more pronounced for higher plasticity clays, which were sheared at a relatively lower confining pressure of 100 kPa.
    publisherAmerican Society of Civil Engineers
    titleShear Strength of Clay at Different Shear Rates
    typeJournal Paper
    journal volume141
    journal issue5
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001297
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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