摘要
介绍自平衡试桩法的原理及向传统静载试桩的换算方法 ,同时介绍其在润扬长江公路大桥桩基中的成功应用。结果表明 ,本文所述向传统静载试验结果换算的理论可靠 ,具有较好的精度 。
This paper introduces the principle of self?balance method and the conversion method to conventional testing method′s results In addition, the success application of self?balance method in Runyang Changjiang River Highway Bridge is presented The results show that the conversion method is correct and has good precision On the other hand, it indicates the expansive application prospect in heavy bearing capacity of bridge pile
出处
《公路交通科技》
CAS
CSCD
北大核心
2002年第2期63-66,93,共5页
Journal of Highway and Transportation Research and Development
关键词
自平衡试桩法
桥梁
大吨位桩基
承载力
摩阻力
Self-balanced method
Bearing capacity of pile
Bridge
Frictional resistance
