YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Geotechnical and Geoenvironmental Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Geotechnical and Geoenvironmental Engineering
    • 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

    Bearing Response of Skirted Foundation on Nonhomogeneous Soil

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 011
    Author:
    Y. Hu
    ,
    M. F. Randolph
    ,
    P. G. Watson
    DOI: 10.1061/(ASCE)1090-0241(1999)125:11(924)
    Publisher: American Society of Civil Engineers
    Abstract: Circular skirted offshore foundations on nonhomogeneous soil have been studied numerically, analytically, and physically, with the offshore sediment simulated as a cohesive soil with strength increasing linearly with depth. In the numerical analysis, the
    • Download: (509.8Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Bearing Response of Skirted Foundation on Nonhomogeneous Soil

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/51641
    Collections
    • Journal of Geotechnical and Geoenvironmental Engineering

    Show full item record

    contributor authorY. Hu
    contributor authorM. F. Randolph
    contributor authorP. G. Watson
    date accessioned2017-05-08T21:26:33Z
    date available2017-05-08T21:26:33Z
    date copyrightNovember 1999
    date issued1999
    identifier other%28asce%291090-0241%281999%29125%3A11%28924%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51641
    description abstractCircular skirted offshore foundations on nonhomogeneous soil have been studied numerically, analytically, and physically, with the offshore sediment simulated as a cohesive soil with strength increasing linearly with depth. In the numerical analysis, the
    publisherAmerican Society of Civil Engineers
    titleBearing Response of Skirted Foundation on Nonhomogeneous Soil
    typeJournal Paper
    journal volume125
    journal issue11
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1999)125:11(924)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 011
    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