Experimental Study on Bearing Mechanism of Jacked Pipe Pile in Sand

被引:1
作者
Wang, Jiatao [1 ]
机构
[1] Shandong Water Polytech, Dept Civil Engn, Rizhao, Shandong, Peoples R China
来源
ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING IV | 2014年 / 580-583卷
关键词
Jacked pipe pile; side resistance; tip resistance;
D O I
10.4028/www.scientific.net/AMM.580-583.801
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Study on bearing mechanism of jacked pipe pile in sand is useful of optimizing the pile foundation design, and the research of the regularity of side resistance and tip resistance of pile has a very important theoretical significance. In this paper, a new effective method is used to test the tip resistance of the jacked pipe pile during the press-in process, and then the side resistance can be deduced [1]. Based on the field tests, the inherent laws of interaction between pile and soil in sand is explored, which provides some theoretical basis for the pile foundation design and engineering application.
引用
收藏
页码:801 / 804
页数:4
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