Static boundary element analysis of piles submitted to horizontal and vertical loads

被引：32
|
作者：
Matos, R
Mendonça, AV
Paiva, JB
机构：
[1] Univ Sao Paulo, Sao Carlos Civil Engn Sch, Dept Struct, BR-13566590 Sao Carlos, SP, Brazil
[2] Univ Fed Paraiba, Dept Technol Civil Construct, BR-58059900 Joao Pessoa, Paraiba, Brazil
来源：
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS | 2005年 / 29卷 / 03期
关键词：
boundary element method; finite element method; pile-soil interaction; pile groups; laterally-loaded piles;
D O I：
10.1016/j.enganabound.2004.10.003
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
In this paper a numerical model for the analysis of the interaction between soil and piles, with or without rigid caps, subjected to horizontal and vertical loads is presented. The piles are modelled here by the Finite Element Method (FEM) and the soil by the Boundary Element Method (BEM). In this formulation the pile is represented as one finite element and the displacements and tractions along the shaft are approximated by polynomial functions. Some examples are presented and the results obtained with this formulation are very close to those obtained with other formulations and with experimental results. (c) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码：195 / 203
页数：9
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