Torsional response of pile embedded in a poroelastic medium

被引：47

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

来源：

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | 2006年 / 26卷 / 12期

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

页码：1143 / 1148

页数：6

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