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    Raked Piles—Virtues and Drawbacks

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 006
    Author:
    Harry G. Poulos
    DOI: 10.1061/(ASCE)1090-0241(2006)132:6(795)
    Publisher: American Society of Civil Engineers
    Abstract: This technical note examines some of the characteristics of behavior of pile groups containing raked piles, via a simplified and hypothetical example. Three cases are examined: (1) a group subjected to vertical and lateral loadings, with no ground movements; (2) a group subjected to vertical and lateral loadings, but with vertical ground movements also acting on the group; and (3) a group subjected to vertical and lateral loadings, but with horizontal ground movements acting on the group. In each case, the effect of pile rake on typical behavioral characteristics (group settlement, lateral deflection and rotation, and pile loads and moments) are examined. It is found that, while the presence of raked piles can provide some advantages when the group is subjected to applied vertical and lateral loadings, especially in relation to a reduction in lateral deflection, some aspects of group behavior may be adversely affected when either vertical or horizontal ground movements act on the group. Thus, caution must be exercised in employing raked piles when such ground movements are expected to occur.
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      Raked Piles—Virtues and Drawbacks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52935
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorHarry G. Poulos
    date accessioned2017-05-08T21:28:35Z
    date available2017-05-08T21:28:35Z
    date copyrightJune 2006
    date issued2006
    identifier other%28asce%291090-0241%282006%29132%3A6%28795%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52935
    description abstractThis technical note examines some of the characteristics of behavior of pile groups containing raked piles, via a simplified and hypothetical example. Three cases are examined: (1) a group subjected to vertical and lateral loadings, with no ground movements; (2) a group subjected to vertical and lateral loadings, but with vertical ground movements also acting on the group; and (3) a group subjected to vertical and lateral loadings, but with horizontal ground movements acting on the group. In each case, the effect of pile rake on typical behavioral characteristics (group settlement, lateral deflection and rotation, and pile loads and moments) are examined. It is found that, while the presence of raked piles can provide some advantages when the group is subjected to applied vertical and lateral loadings, especially in relation to a reduction in lateral deflection, some aspects of group behavior may be adversely affected when either vertical or horizontal ground movements act on the group. Thus, caution must be exercised in employing raked piles when such ground movements are expected to occur.
    publisherAmerican Society of Civil Engineers
    titleRaked Piles—Virtues and Drawbacks
    typeJournal Paper
    journal volume132
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2006)132:6(795)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 006
    contenttypeFulltext
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