| 深圳地区桩基高应变与静载检测对比研究 |
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| 引用本文： | 张爱群. 深圳地区桩基高应变与静载检测对比研究[J]. 土工基础, 2005, 19(2): 46-49 |
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| 作者姓名： | 张爱群 |
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| 作者单位： | 中国地质大学工程学院,武汉,430074 |
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| 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。
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| 关 键 词： | 桩基 高应变 静载试验 |
| 文章编号： | 1004-3152(2005)02-0046-04 |
| 修稿时间： | 2005-01-20 |
Comparision Between High Strain Test and Static Loading Test of Foundation Piles in Shenzhen District |
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| ZHANG Ai-qun. Comparision Between High Strain Test and Static Loading Test of Foundation Piles in Shenzhen District[J]. Soie Engineering and Foundation, 2005, 19(2): 46-49 |
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| Authors: | ZHANG Ai-qun |
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| Abstract: | 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. |
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| Keywords: | piled foundation high strain test static loading test |
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