摘要
通过对桩基承载力高应变与静载试验结果的对比,探讨引起两者结果不同的原因,并且提出如何提高高应变的检测的技术措施,仅供同行参考。
In this paper,the bearing capacity of pile obtained by high strain dynamic testing was compared with that by static loading test＇s. The reason for differen bearing capacity by dynamic test on foundation pile was discussed and some technical measures for improving strain dynamic testing were proposed.
出处
《土工基础》
2006年第4期94-97,共4页
Soil Engineering and Foundation
关键词
高应变动力检测法
静载荷试验
预应力管桩
承载力特征值
high strain dynamic testing, static loading test, prestressed pipe piles, bearing capacity
