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。
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.
出处
《城市道桥与防洪》
2005年第5期142-144,共3页
Urban Roads Bridges & Flood Control
关键词
桩基检测
低应变反射波法
钻芯法
可靠性分析
对策
examination of pile foundation, low strain reflected wave method, core-drill method, reliability analysis, countermeasure