基于小波变换的反射波法基桩检测

张敬一;陈龙珠

振动与冲击 ›› 2014, Vol. 33 ›› Issue (6) : 179-183.

PDF(1813 KB)
PDF(1813 KB)
振动与冲击 ›› 2014, Vol. 33 ›› Issue (6) : 179-183.
论文

基于小波变换的反射波法基桩检测

  • 张敬一,陈龙珠
作者信息 +

Sonic echo test for pile integrity testing based on wavelet transform

  • ZHANG Jing-yi,CHEN Long-Zhu
Author information +
文章历史 +

摘要

鉴于反射波法在低应变检测中主要受较大长径比、桩侧土剪切模量及微小缺陷、桩顶非裸露自由等条件限制存在的局限性,而小波变换时频特性优良,适用于基桩检测信号中探测奇异成分,故通过建立三维轴对称有限元模型,对模拟信号进行小波变换后发现:对顶部裸露自由桩,小波变换可获取微小桩底或缺陷反射,可减小长径比、桩侧土剪切模量、缺陷面积的限制;通过平台激振,使平台在有效尺寸范围内实现对桩底的深度检测。

Abstract

The sonic echo test is a regular nondestructive test, and the applications are mainly limited by piles with high length-to-diameter ratio, high soil shear modulus, small defect areas or with an inaccessible head condition. Wavelet transform (WT), however, has good time frequency characteristics, which is suitable for identifying the singularities of pile testing signals. Three-dimensional axial symmetric finite element models were used to simulate the testing, and wavelet transform was employed to deal with the simulated signal data. It was found that for piles with accessible head condition, wavelet transform can identify weak wave reflected from pile bottom or defects, then reduce the limitation of length-to-diameter ratio, soil shear modulus, defect areas; For pile with inaccessible head condition, pile bottom can be identified by plate-excitation if the plate is within certain effective sizes.


关键词

反射波法 / 基桩 / 长径比 / 小波变换 / 桩顶非裸露

Key words

sonic echo test / pile foundation / length-to-diameter ratio / wavelet transform / inaccessible pile head condition

引用本文

导出引用
张敬一;陈龙珠. 基于小波变换的反射波法基桩检测[J]. 振动与冲击, 2014, 33(6): 179-183
ZHANG Jing-yi;CHEN Long-Zhu. Sonic echo test for pile integrity testing based on wavelet transform[J]. Journal of Vibration and Shock, 2014, 33(6): 179-183

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