Elastic analysis of axially loaded single pile in multilayered soils

被引：19
|
作者：
Ai, Z. Y. [2 ]
Yue, Z. Q. [1 ]
机构：
[1] Univ Hong Kong, Dept Civil Engn, Hong Kong, Hong Kong, Peoples R China
[2] Tongji Univ, Dept Geotech Engn, Shanghai 200092, Peoples R China
来源：
INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE | 2009年 / 47卷 / 11-12期
基金：
中国国家自然科学基金;
关键词：
Soil mechanics; Elasticity; Pile foundation; Analytical method; Integral transforms; FINITE-ELEMENT ANALYSIS; LAYER ANALYSIS; HALF-SPACE; SETTLEMENT; DEFORMATION; BEHAVIOR; POINT;
D O I：
10.1016/j.ijengsci.2008.07.005
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Based on the vertical point solution of multilayered elastic medium, this paper presents a method for the elastic analysis of axially loaded single pile in layered soils. The method is easily incorporated into a computational scheme for accurate numerical analysis and prediction of the pile behavior under loading. The results of the method are compared well with the existing solutions in the literature. A parametric study for a six-layered elastic soil is further presented to show the effects of layered soils on the behavior of a single pile. (C) 2008 Elsevier Ltd. All rights reserved.
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页码：1079 / 1088
页数：10
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