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    Stress Path Testing of an Anisotropic Sandstone

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author:
    William Dehler
    ,
    Joseph F. Labuz
    DOI: 10.1061/(ASCE)1090-0241(2007)133:1(116)
    Publisher: American Society of Civil Engineers
    Abstract: The Berea sandstone used in this study is transversely isotropic with respect to elastic response, with
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      Stress Path Testing of an Anisotropic Sandstone

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/53005
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    contributor authorWilliam Dehler
    contributor authorJoseph F. Labuz
    date accessioned2017-05-08T21:28:43Z
    date available2017-05-08T21:28:43Z
    date copyrightJanuary 2007
    date issued2007
    identifier other%28asce%291090-0241%282007%29133%3A1%28116%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53005
    description abstractThe Berea sandstone used in this study is transversely isotropic with respect to elastic response, with
    publisherAmerican Society of Civil Engineers
    titleStress Path Testing of an Anisotropic Sandstone
    typeJournal Paper
    journal volume133
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2007)133:1(116)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 001
    contenttypeFulltext
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