Dynamic analysis of a laterally loaded pile in a transversely isotropic multilayered half-space

被引：42

作者：

Ai, Zhi Yong ^{[1
]}

Li, Zhi Xiong ^{[1
]}

机构：

[1] Tongji Univ, Dept Geotech Engn, Key Lab Geotech & Underground Engn, Minist Educ,Coll Civil Engn, Shanghai 20092, Peoples R China

来源：

ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS | 2015年 / 54卷

关键词：

Dynamic response; Laterally loaded pile; Transversely isotropy; Multilayered half-space; FEM-BEM coupling; HORIZONTAL VIBRATION; LAYERED MEDIA; SOILS; EXCITATIONS; PARAMETERS; MODEL; CLAY;

D O I：

10.1016/j.enganabound.2015.01.008

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

A finite element and indirect boundary element coupling method is presented for the time-harmonic response of a laterally loaded floating pile embedded in a transversely isotropic multilayered half-space. The floating pile is modeled as a Bernoulli-Euler beam using the finite element method (FEM), while the soil is modeled by using an indirect boundary element method (BEM) based on the fundamental solution for a transversely isotropic multilayered half-space. Then the governing equation of the interaction between the pile and transversely isotropic multilayered half-space is deduced by coupling FEM and BEM. Numerical examples are performed to validate the presented theory and to investigate the impact degree of anisotropy and layering arrangement on the dynamic response of a pile. (C) 2015 Elsevier Ltd. All rights reserved.

引用

页码：68 / 75

页数：8

共 26 条

[1] BEM analysis of laterally loaded piles in multi-layered transversely isotropic soils [J].