摘要
介绍自平衡测试结果向传统静载转换的方法,并对泥浆护壁成孔的钻孔灌注超长桩,提出了通过自平衡转换曲线判断极限承载力的方法。
This paper presents the method for equivalently converting the data obtained from selfbalanced load test to those from the conventional static load test, and describes the way for determining the ultimate carrying capacity of the super long bored piles with pile holes protected by boring fluid through the conversion curve of the selfbalanced load test method.
出处
《桥梁建设》
EI
CSCD
北大核心
2003年第5期9-11,共3页
Bridge Construction
关键词
超长桩
自平衡测试
桩侧摩阻力
极限承载力
super long pile
self-balanced load test
pile side frictional resistance
ultimate carrying capacity
