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    Influence of Axial Stress and Dilatancy on Rock Tunnel Stability

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 002
    Author:
    Xiao-Dong Pan
    ,
    Edwin T. Brown
    DOI: 10.1061/(ASCE)0733-9410(1996)122:2(139)
    Publisher: American Society of Civil Engineers
    Abstract: In many existing elastoplastic plane-strain solutions for a circular tunnel excavated in a homogeneous, isotropic rock mass under a hydrostatic stress field, the longitudinal axial stress (or the out-of-plane stress) σ
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      Influence of Axial Stress and Dilatancy on Rock Tunnel Stability

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    http://yetl.yabesh.ir/yetl1/handle/yetl/21796
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    contributor authorXiao-Dong Pan
    contributor authorEdwin T. Brown
    date accessioned2017-05-08T20:37:57Z
    date available2017-05-08T20:37:57Z
    date copyrightFebruary 1996
    date issued1996
    identifier other%28asce%290733-9410%281996%29122%3A2%28139%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21796
    description abstractIn many existing elastoplastic plane-strain solutions for a circular tunnel excavated in a homogeneous, isotropic rock mass under a hydrostatic stress field, the longitudinal axial stress (or the out-of-plane stress) σ
    publisherAmerican Society of Civil Engineers
    titleInfluence of Axial Stress and Dilatancy on Rock Tunnel Stability
    typeJournal Paper
    journal volume122
    journal issue2
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1996)122:2(139)
    treeJournal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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