YaBeSH Engineering and Technology Library

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

    Measured and Predicted Axial Response of 98 Piles

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 009
    Author:
    Jean‐Louis Briaud
    ,
    Larry M. Tucker
    DOI: 10.1061/(ASCE)0733-9410(1988)114:9(984)
    Publisher: American Society of Civil Engineers
    Abstract: This article deals with the prediction of the response to monotonic axial loading of single piles in various soil conditions. A 98‐pile load test data base was obtained from the Mississippi State Highway Department and was used to evaluate 13 methods designed to predict the ultimate load of a pile and five methods designed to predict the settlement of a pile. The methods include SPTA/
    • Download: (908.3Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Measured and Predicted Axial Response of 98 Piles

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/20353
    Collections
    • Journal of Geotechnical Engineering

    Show full item record

    contributor authorJean‐Louis Briaud
    contributor authorLarry M. Tucker
    date accessioned2017-05-08T20:35:08Z
    date available2017-05-08T20:35:08Z
    date copyrightSeptember 1988
    date issued1988
    identifier other%28asce%290733-9410%281988%29114%3A9%28984%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20353
    description abstractThis article deals with the prediction of the response to monotonic axial loading of single piles in various soil conditions. A 98‐pile load test data base was obtained from the Mississippi State Highway Department and was used to evaluate 13 methods designed to predict the ultimate load of a pile and five methods designed to predict the settlement of a pile. The methods include SPTA/
    publisherAmerican Society of Civil Engineers
    titleMeasured and Predicted Axial Response of 98 Piles
    typeJournal Paper
    journal volume114
    journal issue9
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1988)114:9(984)
    treeJournal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 009
    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