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    Pile Spacing Effects on Lateral Pile Group Behavior: Analysis

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 010
    Author:
    Kyle M. Rollins
    ,
    Kimball G. Olsen
    ,
    Derek H. Jensen
    ,
    Brian H. Garrett
    ,
    Ryan J. Olsen
    ,
    Jeffery J. Egbert
    DOI: 10.1061/(ASCE)1090-0241(2006)132:10(1272)
    Publisher: American Society of Civil Engineers
    Abstract: Using the results from three full-scale lateral pile group load tests in stiff clay with spacing ranging from 3.3 to 5.65, computer analyses were performed to back-calculate
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      Pile Spacing Effects on Lateral Pile Group Behavior: Analysis

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/52793
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorKyle M. Rollins
    contributor authorKimball G. Olsen
    contributor authorDerek H. Jensen
    contributor authorBrian H. Garrett
    contributor authorRyan J. Olsen
    contributor authorJeffery J. Egbert
    date accessioned2017-05-08T21:28:25Z
    date available2017-05-08T21:28:25Z
    date copyrightOctober 2006
    date issued2006
    identifier other%28asce%291090-0241%282006%29132%3A10%281272%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52793
    description abstractUsing the results from three full-scale lateral pile group load tests in stiff clay with spacing ranging from 3.3 to 5.65, computer analyses were performed to back-calculate
    publisherAmerican Society of Civil Engineers
    titlePile Spacing Effects on Lateral Pile Group Behavior: Analysis
    typeJournal Paper
    journal volume132
    journal issue10
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2006)132:10(1272)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 010
    contenttypeFulltext
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