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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 feasibility study and test results of the non-destructive testing method for the wooden pile foundation using the elastic wave method. It shows that the unique working method is used for the wooden pile, and the depth of the pile can be obtained without damaging the overall structure of the pile. The average speed of the pile, so as to evaluate its integrity.