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    Determination of Shear Failure Envelope in Rock Masses

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 003
    Author:
    Roberto Ucar
    DOI: 10.1061/(ASCE)0733-9410(1986)112:3(303)
    Publisher: American Society of Civil Engineers
    Abstract: In this work, an analytic expression has been developed that enables the shear strength to be determined using the empirical failure criterion developed by Hoek and Brown. Applying this new hypothesis, along with elasticity theory and basic mathematical concepts for obtaining the failure envelope of a family of failure circles, the shear strength has been determined to be such that
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      Determination of Shear Failure Envelope in Rock Masses

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    https://yetl.yabesh.ir/yetl1/handle/yetl/19883
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    contributor authorRoberto Ucar
    date accessioned2017-05-08T20:34:15Z
    date available2017-05-08T20:34:15Z
    date copyrightMarch 1986
    date issued1986
    identifier other%28asce%290733-9410%281986%29112%3A3%28303%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19883
    description abstractIn this work, an analytic expression has been developed that enables the shear strength to be determined using the empirical failure criterion developed by Hoek and Brown. Applying this new hypothesis, along with elasticity theory and basic mathematical concepts for obtaining the failure envelope of a family of failure circles, the shear strength has been determined to be such that
    publisherAmerican Society of Civil Engineers
    titleDetermination of Shear Failure Envelope in Rock Masses
    typeJournal Paper
    journal volume112
    journal issue3
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1986)112:3(303)
    treeJournal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 003
    contenttypeFulltext
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