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    Strain Rate, Creep, and Stress Drop-Creep Experiments on Crushed Coral Sand

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 007
    Author:
    Poul V. Lade
    ,
    Carl D. Liggio Jr.
    ,
    Jungman Nam
    DOI: 10.1061/(ASCE)GT.1943-5606.0000067
    Publisher: American Society of Civil Engineers
    Abstract: The part of sand behavior that is affected by time, such as creep, relaxation, and loading rate effects are not similar to those observed for clay. To throw more light on the time effects in sand, many series of drained triaxial compression experiments have been performed on crushed coral sand. These tests were all performed with a constant effective confining pressure of
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      Strain Rate, Creep, and Stress Drop-Creep Experiments on Crushed Coral Sand

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    https://yetl.yabesh.ir/yetl1/handle/yetl/61847
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorPoul V. Lade
    contributor authorCarl D. Liggio Jr.
    contributor authorJungman Nam
    date accessioned2017-05-08T21:46:23Z
    date available2017-05-08T21:46:23Z
    date copyrightJuly 2009
    date issued2009
    identifier other%28asce%29gt%2E1943-5606%2E0000096.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61847
    description abstractThe part of sand behavior that is affected by time, such as creep, relaxation, and loading rate effects are not similar to those observed for clay. To throw more light on the time effects in sand, many series of drained triaxial compression experiments have been performed on crushed coral sand. These tests were all performed with a constant effective confining pressure of
    publisherAmerican Society of Civil Engineers
    titleStrain Rate, Creep, and Stress Drop-Creep Experiments on Crushed Coral Sand
    typeJournal Paper
    journal volume135
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000067
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 007
    contenttypeFulltext
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