摘要
本文介绍应用弹性波法对木桩基础进行无损检测方法的可行性研究及试验成果,说明对于木桩采用独特的工作方法,在不损坏其整体结构的情况下,可以求出桩的入土深度及桩体平均速度,从而评价其完好程度。
This paper introduces the application of elastic wave method to conduct non-destructive detecting method of wooden pile foundation for feasibility study and the testing results. It explains the unique working method for the wooden piles. Without damaging the whole structure, it can find the embedding depth and the average wave velocity in pile body and thus to assess its degree of integrity.
出处
《勘察科学技术》
1993年第2期58-60,共3页
Site Investigation Science and Technology
