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    Estimation of Lateral Load Capacity of Rigid Short Piles in Sands Using CPT Results

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author:
    Junhwan Lee
    ,
    Minki Kim
    ,
    Doohyun Kyung
    DOI: 10.1061/(ASCE)GT.1943-5606.0000199
    Publisher: American Society of Civil Engineers
    Abstract: Conventional methods for the estimation of the ultimate lateral pile load capacity are typically based on certain expressions of the lateral soil resistance
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      Estimation of Lateral Load Capacity of Rigid Short Piles in Sands Using CPT Results

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/61968
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorJunhwan Lee
    contributor authorMinki Kim
    contributor authorDoohyun Kyung
    date accessioned2017-05-08T21:46:34Z
    date available2017-05-08T21:46:34Z
    date copyrightJanuary 2010
    date issued2010
    identifier other%28asce%29gt%2E1943-5606%2E0000213.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61968
    description abstractConventional methods for the estimation of the ultimate lateral pile load capacity are typically based on certain expressions of the lateral soil resistance
    publisherAmerican Society of Civil Engineers
    titleEstimation of Lateral Load Capacity of Rigid Short Piles in Sands Using CPT Results
    typeJournal Paper
    journal volume136
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000199
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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