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现行的基桩低应变检测规程，在反射波法一节中对于浅部缺陷定义不明确，且判别方法对于非科研性生产单位来讲难以掌握和实施。本文作者拟针对这类情况对基桩浅部缺陷作一些讨论分析。
The current low-strain testing procedures for foundation piles do not clearly define the shallow defects in the section of the reflected wave method, and the discriminating methods are difficult to grasp and implement for non-scientific production units. The author of this article intends to discuss and analyze the shallow defects of foundation piles for such situations.