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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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