Elastic analysis of axially loaded single pile in multilayered soils

被引：20

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.

引用

页码：1079 / 1088

页数：10

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