Three-dimensional analyses of piled raft foundations subjected to ground movements induced by tunnelling

被引：0
|
作者：
Masumoto, T. [1 ]
Kitiyodom, P. [1 ]
Kawaguchi, K. [1 ]
机构：
[1] Kanazawa Univ, Kanazawa, Ishikawa 920, Japan
来源：
GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND | 2006年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In an urban environment, many buildings are supported by pile foundations. Recently, the number of underground constructions nearby buildings is increasing. In this paper, three-dimensional analyses of pile foundations subjected to ground movements induced by tunnelling are carried out. Analyses are carried out for single piles, a pile group as well as a piled raft. The analysis results including deformations, bending moments, shear forces and axial forces along the piles are presented and compared.
引用
收藏
页码：601 / 607
页数：7
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