Static load test and load transfer mechanism study of squeezed branch and plate pile in collapsible loess foundation

被引：7
|
作者：
GAO Xiao-juan1
机构：
来源：
Journal of Zhejiang University(Science A:An International Applied Physics & Engineering Journal) | 2007年 / 07期
关键词：
Collapsible loess foundation; Squeezed branch and plate pile; Immersion processing; Full-scale static load test;
D O I：
暂无
中图分类号：
TU470 [地基和基础的理论和计算];
学科分类号：
081401 ;
摘要：
As a special geological phenomenon, the character of collapsible loess foundation is collapsible when penetrated by water. This character leads to the soil losing load bearing capacity largely and may lead to foundation failure. Pile is a popular foundation used in collapsible loess. The squeezed branch and plate pile is a new type of pile developed in recent years and has not be used in a project before. In this paper three squeezed branch and plate piles are tested in collapsible loess after immersion processing. The results may be used for reference in similar construction project, and to provide theoretical references for de- signing of the squeezed branch and plate piles in engineering practice.
引用
收藏
页码：1110 / 1117
页数：8
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