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Please use this identifier to cite or link to this item: http://ntour.ntou.edu.tw:8080/ir/handle/987654321/24127

Title: Ground Lateral Spreading Effects on Single Pile Using Uncoupled Analysis Method
Authors: San-Shyan Lin;Yu-Ju Tseng;Jen-Cheng Liao;C.H. Wang;Wei F. Lee
Contributors: NTOU:Department of Harbor and River Engineering
Keywords: Pile;lateral spreading;soil liquefaction
Date: 2006-12
Issue Date: 2011-10-20T08:10:25Z
Publisher: Journal of GeoEngineering
Abstract: Abstract:Permanent ground deformation or ground lateral spreading is observed to be the main cause for the distress of piles embed-ded in liquefied ground. The purpose of this paper is to use uncoupled method for analysis of ground lateral spread effect on piles. The computer code, CYCLIC-1D (Elgamal, et al., 2002) developed at University of California at San Diego and accessible from the web, is used for lateral ground deformation estimation. Subsequently, the pile performance, treated as beam on Winkler foun-dation, is studied considering the effect of ground deformation obtained from CYCLIC-1D. Three centrifuge tested examples and one real field case were studied by the aforementioned method. Reasonable agreement was obtained between the predicted and the measured results.
Relation: 1(2), pp.51-62
URI: http://ntour.ntou.edu.tw/handle/987654321/24127
Appears in Collections:[河海工程學系] 期刊論文

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