摘要
本文根据弹性波理论，采用数理统计的方法，简要介绍了弹性波法在混凝土预制桩出厂前无损检测中的应用方法，同时对桩身混凝土纵波速度与混凝土强度的关系进行了实验分析，并对桩身缺陷位置及性质的判定方法进行了简要介绍。
On the basis of the theory of elastic wave,the method of mathematical statistics,the non-destructive inspection for concrete precast pile before the use by using the method of elastic wave is introduced briefly,meanwhile,the relation between longitudinal wave speed of pile body concrete and intensity is analysed,also,a method of judgement for the defect location of a pile body and its property is introduced in this paper.
出处
《吉林地质》
1999年第2期77-80,共4页
Jilin Geology
