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

    Estimation of Load Capacity of Pipe Piles in Sand Based on Cone Penetration Test Results

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 005
    Author:
    Junhwan Lee
    ,
    Rodrigo Salgado
    ,
    Kyuho Paik
    DOI: 10.1061/(ASCE)1090-0241(2003)129:6(391)
    Publisher: American Society of Civil Engineers
    Abstract: Pipe piles can be classified as either closed- or open-ended piles. In the present paper, the load capacity of both closed- and open-ended piles is related to cone penetration resistance
    • Download: (422.6Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Estimation of Load Capacity of Pipe Piles in Sand Based on Cone Penetration Test Results

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/52335
    Collections
    • Journal of Geotechnical and Geoenvironmental Engineering

    Show full item record

    contributor authorJunhwan Lee
    contributor authorRodrigo Salgado
    contributor authorKyuho Paik
    date accessioned2017-05-08T21:27:40Z
    date available2017-05-08T21:27:40Z
    date copyrightMay 2003
    date issued2003
    identifier other%28asce%291090-0241%282003%29129%3A6%28391%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52335
    description abstractPipe piles can be classified as either closed- or open-ended piles. In the present paper, the load capacity of both closed- and open-ended piles is related to cone penetration resistance
    publisherAmerican Society of Civil Engineers
    titleEstimation of Load Capacity of Pipe Piles in Sand Based on Cone Penetration Test Results
    typeJournal Paper
    journal volume129
    journal issue5
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2003)129:6(391)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 005
    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