YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • International Journal of Geomechanics
    • View Item
    •   YE&T Library
    • ASCE
    • International Journal of Geomechanics
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Uplift Capacity of Axially Loaded Piles in Clays

    Source: International Journal of Geomechanics:;2011:;Volume ( 011 ):;issue: 001
    Author:
    Vishwas N. Khatri
    ,
    Jyant Kumar
    DOI: 10.1061/(ASCE)GM.1943-5622.0000064
    Publisher: American Society of Civil Engineers
    Abstract: The present study aims at determining the uplift capacity of axially loaded piles in clays whose undrained cohesion increases linearly with depth. With the application of the axisymmetric static limit analysis approach, proposed recently by the writers, the variation of the nondimensional uplift factors with respect to changes in the embedment ratio
    • Download: (882.4Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Uplift Capacity of Axially Loaded Piles in Clays

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/61459
    Collections
    • International Journal of Geomechanics

    Show full item record

    contributor authorVishwas N. Khatri
    contributor authorJyant Kumar
    date accessioned2017-05-08T21:45:16Z
    date available2017-05-08T21:45:16Z
    date copyrightFebruary 2011
    date issued2011
    identifier other%28asce%29gm%2E1943-5622%2E0000075.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61459
    description abstractThe present study aims at determining the uplift capacity of axially loaded piles in clays whose undrained cohesion increases linearly with depth. With the application of the axisymmetric static limit analysis approach, proposed recently by the writers, the variation of the nondimensional uplift factors with respect to changes in the embedment ratio
    publisherAmerican Society of Civil Engineers
    titleUplift Capacity of Axially Loaded Piles in Clays
    typeJournal Paper
    journal volume11
    journal issue1
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000064
    treeInternational Journal of Geomechanics:;2011:;Volume ( 011 ):;issue: 001
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian