Mathematical simulation of rigid pile composite foundation with lateral unloading

被引：0

作者：

Ma, Jing ^{[1
]}

Chen, Wensheng ^{[2
]}

Hu, Xuefeng ^{[3
]}

机构：

[1] Hunan Commun Polytech, Changsha, Hunan, Peoples R China

[2] Changsha Univ Sci & Technol, Changsha, Hunan, Peoples R China

[3] Changsha Metro Grp Co Ltd, Changsha, Hunan, Peoples R China

来源：

FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING III, PTS 1-3 | 2013年 / 368-370卷

基金：

中国国家自然科学基金;

关键词：

rigid pile composition foundation; Lateral unloading; Mathematical simulation; Horizontal displacement;

D O I：

10.4028/www.scientific.net/AMM.368-370.756

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Based on the Finite Element Method,a model has been built to study the impact of rigid pile composite foundation with lateral unloading,then obtained a conclusion about the horizontal displacement during excavating.

引用

页码：756 / +

页数：2

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