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

    Closed-Form Solution for the Ultimate Bearing Capacity of Large-Diameter Rigid Piles in Sand Based on Two-Wedge and Rotational Failure Mechanisms

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003::page 04026020-1
    Author:
    Lin, Mingke
    ,
    Qin, Changbing
    ,
    Lei, Xiaoqin
    ,
    Ding, Xuanming
    DOI: 10.1061/IJGNAI.GMENG-12605
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Large-diameter rigid piles with a low embedded depth-to-diameter ratio have been predominantly utilized in offshore wind turbines. A reliable way to evaluate the lateral bearing capacity of rigid piles in sandy seabeds is crucial for ensuring ...
    • Download: (1.613Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Closed-Form Solution for the Ultimate Bearing Capacity of Large-Diameter Rigid Piles in Sand Based on Two-Wedge and Rotational Failure Mechanisms

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4313907
    Collections
    • International Journal of Geomechanics

    Show full item record

    contributor authorLin, Mingke
    contributor authorQin, Changbing
    contributor authorLei, Xiaoqin
    contributor authorDing, Xuanming
    date accessioned2026-08-20T21:04:27Z
    date available2026-08-20T21:04:27Z
    date copyright2026/01/13
    date issued2026
    identifier otherIJGNAI.GMENG-12605.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313907
    description abstractAbstract Large-diameter rigid piles with a low embedded depth-to-diameter ratio have been predominantly utilized in offshore wind turbines. A reliable way to evaluate the lateral bearing capacity of rigid piles in sandy seabeds is crucial for ensuring ...
    publisherAmerican Society of Civil Engineers
    titleClosed-Form Solution for the Ultimate Bearing Capacity of Large-Diameter Rigid Piles in Sand Based on Two-Wedge and Rotational Failure Mechanisms
    typeJournal Article
    journal volume26
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-12605
    journal fristpage04026020-1
    journal lastpage04026020-11
    page11
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003
    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