Geotechnical engineering blasting: a new modal aliasing cancellation methodology of vibration signal de-noising

被引:0
|
作者
Yi Wenhua [1 ]
Yan Lei [1 ]
Wang Zhenhuan [1 ]
Yang Jianhua [2 ]
Tao Tiejun [3 ]
Liu Liansheng [1 ]
机构
[1] School of Resource and Environmental Engineering, Jiangxi University of Science and Technology
[2] School of Civil Engineering, Guizhou University
[3] School of Civil Engineering and Architecture, Nanchang University
基金
中国国家自然科学基金;
关键词
D O I
暂无
中图分类号
TU751.9 [爆破工程];
学科分类号
081401 ;
摘要
In the present study of peak particle velocity(PPV) and frequency,an improved algorithm(principal empirical mode decomposition,PEMD) based on principal component analysis(PCA) and empirical mode decomposition(EMD) is proposed,with the goal of addre ssing poor filtering de-noising effects caused by the occurre nces of mo dal aliasing phenomena in EMD blasting vibration signal decomposition processes.Test results showed that frequency of intrinsic mode function(IMF) components decomposed by PEMD gradually decreases and that the main frequency is unique,which eliminates the phenomenon of modal aliasing.In the simulation experiment,the signal-to-noise(SNR) and root mean square errors(RMSE)ratio of the signal de-noised by PEMD are the largest when compared to EMD and ensemble empirical mode decomposition(EEMD).The main frequency of the de-noising signal through PEMD is 75 Hz,which is closest to the frequency of the noiseless simulation signal.In geotechnical engineering blasting experiments,compared to EMD and EEMD,the signal de-noised by PEMD has the lowest level of distortion,and the frequency band is distributed in a range of 0-64 Hz,which is closest to the frequency band of the blasting vibration signal.In addition,the proportion of noise energy was the lowest,at1.8%.
引用
收藏
页码:313 / 323
页数:11
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