| 钻孔灌注桩的质量检测 |
| |
| 引用本文： | 刘永勤,金淮,唐跃刚,庞炜.钻孔灌注桩的质量检测[J].新余高专学报,2005,10(5):10-12. |
| |
| 作者姓名： | 刘永勤 金淮 唐跃刚 庞炜 |
| |
| 作者单位： | 1. 北京城建勘测设计研究院,北京,100101
2. 中国矿业大学,资源与安全工程学院,北京,100083 |
| |
| 摘 要： | 以北京某高层住宅采用的混凝土灌注桩为例,提出低应变反射波检测方法和单桩抗压静载检测方法,并通过分析检测结果,对桩的质量提出了评价。
|
| 关 键 词： | 钻孔灌注桩 低应变反射波法 静载试验 承载力。 |
| 文章编号： | 1008-6765-(2005)05-0010-03 |
| 修稿时间： | 2005年4月21日 |
The quality inspection of cast-in-place pile |
| |
| LIU Yong-qin,JIN Huai,TANG Yue-gang,PANG Wei.The quality inspection of cast-in-place pile[J].Journal of XinYu College,2005,10(5):10-12. |
| |
| Authors: | LIU Yong-qin JIN Huai TANG Yue-gang PANG Wei |
| |
| Institution: | LIU Yong-qin~1,JIN Huai~1,TANG Yue-gang~2,PANG Wei~2 |
| |
| Abstract: | This paper,taking the cement cast-in-place pile foundation of some high-building in Beijing for example,presents the test method of reflected wave of low strain as well as the test method of compression static load of single pile and gives out an overall and objective valuation on the pile quality by analysing the test result. |
| |
| Keywords: | cast-in-place pile reflected wave method of low strain static load test bearing capacity |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
|
