Test research on bearing capacity character of post-grouting piles in loess area

被引：0

作者：

Ma Tian-shu ^{[1
]}

Gong Wei-ming ^{[1
]}

Dai Guo-liang ^{[1
]}

机构：

[1] Southeast Univ, Sch Civil Engn, Nanjing 210096, Jiangsu, Peoples R China

来源：

ROCK AND SOIL MECHANICS | 2009年 / 30卷

关键词：

loess foundation; pile end post grouting; ultimate bearing capacity;

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

According to a project in Xi'an, vertical static bearing tests and axial force tests of two bored piles with post-grouting technology have been carried out. And then axial force transfer law, working trait of side resistance and tip resistance of post-grouting piles in loess foundation are analyzed. Finally the effect of post-grouting technology on bearing capacity of bored piles is discussed.

引用

页码：362 / 366

页数：5