摘要
结合深圳地区具体工程,进行桩基高应变和静载试验的对比研究。结果表明:在深圳地区,动测的承载力较静载明显偏低;桩周土的极限侧摩阻力不能简单地按规范方法来计算,给出了具体的推荐值,供同行参考。
Combined with an engineering example, investigation of high strain tests and static loading tests were carried out on a piled foundation in Shenzhen. Result shows that the loading capacity obtained by high strian tests are lower than that by static loading tests. The ultimale pile skin friction can not be obtained simply from Specification. In this paper recommanded values are propared for seference.
出处
《土工基础》
2005年第2期46-49,共4页
Soil Engineering and Foundation
关键词
桩基
高应变
静载试验
piled foundation, high strain test, static loading test
