Transient Stress Signal Analysis Based on Wavelet Transform

ZHANG Qing-zhe; YANG Ren-feng; DAI Jing-liang; ZHANG Hong-mei

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Transient Stress Signal Analysis Based on Wavelet Transform

更新时间：2026-09-04

- Transient Stress Signal Analysis Based on Wavelet Transform
- Vol. 27, Issue 5, Pages: 206-208(2010)
- 作者机构：
  
  1. 1 长安大学道路施工技术与装备教育部重点实验室,陕西,西安,710064
  2. 2 长安大学特殊地区公路工程教育部重点实验室机构,陕西,西安,710064
  3. 3 西安交通大学生命科学与技术学院,陕西,西安,710049
- 作者简介：
- 基金信息：
- DOI：
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- Published：2010
- 稿件说明：
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张青哲, 杨人凤, 戴经梁, 张红梅. 基于小波变换的瞬态压应力信号分析[J]. 微电子学与计算机, 2010, 27(5): 206-208.

ZHANG Qing-zhe, YANG Ren-feng, DAI Jing-liang, et al. Transient Stress Signal Analysis Based on Wavelet Transform[J]. 2010, 27(5): 206-208.
张青哲, 杨人凤, 戴经梁, 张红梅. 基于小波变换的瞬态压应力信号分析[J]. 微电子学与计算机, 2010, 27(5): 206-208. DOI：

ZHANG Qing-zhe, YANG Ren-feng, DAI Jing-liang, et al. Transient Stress Signal Analysis Based on Wavelet Transform[J]. 2010, 27(5): 206-208. DOI：

摘要

黄土振动压实的压应力信号是一个含噪的非平稳瞬态突变信号.为了分析信号的联合时频特性

提出基于小波变换去噪和奇异值检测的信号分析方法.利用多分辨小波分解

选择性的提取有用频段信号并抑制某些高频段噪声

可以有效实现信噪分离.利用小波变换奇异值分析方法

通过检测小波高频系数时序信号的2种模极大值

可以获得压应力开始出现时刻、抵达峰值时刻点

从而可计算出压应力从出现到抵达峰值的历经时间

这对于进一步研究压应力在土体中的分布和传播规律具有重要意义.

Abstract

The stress signal of soil during vibrating compaction is unstable and transient saltation signals accompanied by strong noise. To study the joint time-frequency property of the soil stress signal during vibrating compaction

wavelet transform method for de-noising and detection is proposed. By multiresolution wavelet decomposition

the reconstructed signal keeps useful frequency band but suppress some high frequency band. That separates the noise from the signal efficiently. For singularity analysis

the time of the stress appearance and the time of the stress peak arrival are obtained by detecting two kinds of the modulus maximum of the wavelet transform coefficients. Thus the impaction time from the stress appearance to peak arrival can be calculated. It is of great importance for analyzing the distribution and the propagation law of the stress in the soil.

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