Raked Piles—Virtues and Drawbacks |
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Authors: | Harry G Poulos |
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Affiliation: | Senior Principal, Coffey Geosciences Pty. Ltd., 8/12 Mars Rd., Lane Cove West, Australia 2066; Emeritus Professor, Univ. of Sydney, Sydney, Australia 2006. E-mail: harry_poulos@coffey.com.au
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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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Keywords: | Foundation settlement Lateral loads Piles Pile groups |
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