Torsional response of pile embedded in a poroelastic medium

被引:46
作者
Cai, Yuanqiang [1 ]
Chen, Gang [1 ]
Xu, Changjie [1 ]
Wu, Dazhi [1 ]
机构
[1] Zhejiang Univ, Dept Civil Engn, Hangzhou 310027, Peoples R China
基金
中国国家自然科学基金;
关键词
D O I
10.1016/j.soildyn.2005.10.009
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The response of a cylindrical elastic pile embedded in a homogeneous poroelastic medium and subjected to torsional loading is studied for the first time. Based on the Muki's model, the pile-porous medium system is decomposed into a fictitious pile system and an extended porous medium system. The one-dimensional, vertical, elastic pile and the three-dimensional poroelastic medium are solved, respectively. Considering the mixed boundary-value conditions at the interface of pile and soil, a Fredholm's integral equation of the second kind for the bar-force is established. The force and the displacement of the pile are calculated by applying numerical quadrature. (c) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1143 / 1148
页数:6
相关论文
共 16 条