| 桩基础常用检测方法的可靠性分析与对策 |
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| 引用本文： | 冉立新,赵全胜.桩基础常用检测方法的可靠性分析与对策[J].城市道桥与防洪,2005(5):142-144. |
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| 作者姓名： | 冉立新 赵全胜 |
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| 作者单位： | 1. 河北沧州市公路工程监理中心,河北,沧州,061000
2. 河北科技大学建工学院,河北,石家庄,050018 |
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| 摘 要： | 简要叙述在建筑工程桩基检测工作中,被广泛应用的低应变反射波法和钻芯法。指出两种检测方法都有其局限性,并分析其各自的优势和不足,进行可靠性对比分析,从而保证检测结论的可靠性。
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| 关 键 词： | 桩基检测 低应变反射波法 钻芯法 可靠性分析 对策 |
| 文章编号： | 1009-7716（2005）05-0142-03 |
| 收稿时间： | 2005-06-27 |
| 修稿时间： | 2005年6月27日 |
Analysis of Reliability of Common Examination Method of Pile Foundation and Its Countermeasure |
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| RAN Lixin,Zhao Quansheng.Analysis of Reliability of Common Examination Method of Pile Foundation and Its Countermeasure[J].Urban Roads Bridges & Flood Control,2005(5):142-144. |
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| Authors: | RAN Lixin Zhao Quansheng |
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| Abstract: | The paper briefly states the low strain reflected wave method and core-drill method to be widely applied in pile foundation examination in building engineering. It points out that two methods both have the limitation and analyzes their advantages and deficiency. At the same time, it makes the contrast and analysis of reliability so as to ensure the reliability of the examination conclusion. |
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| Keywords: | examination of pile foundation low strain reflected wave method core-drill method reliability analysis countermeasure |
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