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Please use this identifier to cite or link to this item: http://ntour.ntou.edu.tw:8080/ir/handle/987654321/50530

Title: AN ANALYTICAL MODEL FOR DEFLECTION OF LATERALLY LOADED PILES
Authors: Jen-Cheng Liao
San-Shyan Lin
Contributors: 國立臺灣海洋大學:河海工程學系
Keywords: pile
lateral load
inclinometer
p − y curve
Date: 2003-03
Issue Date: 2018-10-15T01:31:57Z
Publisher: Journal of Marine Science and Technology
Abstract: Abstract: Load-deflection responses of laterally loaded piles are often
obtained via in-situ lateral pile load tests. Problems of such tests are
the difficulties occurring during data interpretation. In an effort to
develop an efficient analytical method for analyzing deformation data
of lateral loaded piles, an analytical model is proposed based on
energy conservation of pile-soil system. The proposed analytical
model not only provides a direct solution of the pile deflection
function, but also has less need of complicated subsurface soil
properties. In this paper, the authors present the theory and analytical
model development of the proposed method. Two real cases are then
used to verify the feasibility of the developed methodology as well as
make comparison to other methods.
Relation: 11(3) pp.149-154
URI: http://ntour.ntou.edu.tw:8080/ir/handle/987654321/50530
Appears in Collections:[河海工程學系] 期刊論文

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