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    Behavior of Axially Loaded Pile Groups Driven in Clayey Silt

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author:
    B. A. McCabe
    ,
    B. M. Lehane
    DOI: 10.1061/(ASCE)1090-0241(2006)132:3(401)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a case history describing measurements made during the installation and load testing of groups of five, closely spaced, precast concrete piles in a soft clay-silt. The test results extend the presently limited set of reported high-quality data for pile groups at field scale and allow assessment of the reliability of existing numerical and analytical predictive approaches. Full scale maintained compression and tension load tests on groups as well as tests on single (reference) piles and an individual test on a pile within a pile group enable the effects of multiple pile installations and interaction between piles under load to be assessed. The results are compared with existing simple methods of pile group analysis and with other case histories reporting results on small pile groups. A simple expression to evaluate pile group stiffness efficiency is proposed.
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      Behavior of Axially Loaded Pile Groups Driven in Clayey Silt

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    contributor authorB. A. McCabe
    contributor authorB. M. Lehane
    date accessioned2017-05-08T21:28:30Z
    date available2017-05-08T21:28:30Z
    date copyrightMarch 2006
    date issued2006
    identifier other%28asce%291090-0241%282006%29132%3A3%28401%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52878
    description abstractThis paper presents a case history describing measurements made during the installation and load testing of groups of five, closely spaced, precast concrete piles in a soft clay-silt. The test results extend the presently limited set of reported high-quality data for pile groups at field scale and allow assessment of the reliability of existing numerical and analytical predictive approaches. Full scale maintained compression and tension load tests on groups as well as tests on single (reference) piles and an individual test on a pile within a pile group enable the effects of multiple pile installations and interaction between piles under load to be assessed. The results are compared with existing simple methods of pile group analysis and with other case histories reporting results on small pile groups. A simple expression to evaluate pile group stiffness efficiency is proposed.
    publisherAmerican Society of Civil Engineers
    titleBehavior of Axially Loaded Pile Groups Driven in Clayey Silt
    typeJournal Paper
    journal volume132
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2006)132:3(401)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 003
    contenttypeFulltext
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