复数连续小波转换评估基桩长度之试验研究

Translated title of the contribution: Experimental Study of Complex Continuous Wavelet Transform for Evaluating Pile Length

Sheng-Huoo Ni, Ji Lung Li, Zih Tong Yang

Research output: Contribution to journalArticle

Abstract

The sonic echo method of prototype piles is used to obtain the propagation time of the stress wave in the pile and to evaluate the pile length by using complex continuous wavelet transform (CCWT) method in this paper. The experimental testing results show that the phase-time-frequency diagram obtained by the CCWT analysis can clearly determine the travel time of stress wave in the five different lengths and materials of piles. Then, the pile length can simply be calculated. The errors are less than about 4%. Therefore, this paper suggests the signal obtained from sonic echo method should be applied to the processing of the CCWT analysis. Compared to the traditional time domain analysis, it not only provides the result of high resolution in different frequency bands but also clearly interprets the arrival time point of the reflected signal by the phase angle-time-frequency diagram. This will indirectly reduce the wave arrival time error of human judgment. It obtains the pile length effectively, enhances the accuracy of evaluation, and improves the practicability of the sonic echo method in the field of non-destructive testing.

Original languageChinese
Pages (from-to)29-36
Number of pages8
JournalJournal of the Chinese Institute of Civil and Hydraulic Engineering
Volume30
Issue number1
DOIs
Publication statusPublished - 2018 Mar 1

Fingerprint

Wavelet transforms
Piles
Time domain analysis
Travel time
Nondestructive examination
Frequency bands
Testing
Processing

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering

Cite this

@article{05325bb5b9d546b884afd42f627a0ecd,
title = "复数连续小波转换评估基桩长度之试验研究",
abstract = "The sonic echo method of prototype piles is used to obtain the propagation time of the stress wave in the pile and to evaluate the pile length by using complex continuous wavelet transform (CCWT) method in this paper. The experimental testing results show that the phase-time-frequency diagram obtained by the CCWT analysis can clearly determine the travel time of stress wave in the five different lengths and materials of piles. Then, the pile length can simply be calculated. The errors are less than about 4{\%}. Therefore, this paper suggests the signal obtained from sonic echo method should be applied to the processing of the CCWT analysis. Compared to the traditional time domain analysis, it not only provides the result of high resolution in different frequency bands but also clearly interprets the arrival time point of the reflected signal by the phase angle-time-frequency diagram. This will indirectly reduce the wave arrival time error of human judgment. It obtains the pile length effectively, enhances the accuracy of evaluation, and improves the practicability of the sonic echo method in the field of non-destructive testing.",
author = "Sheng-Huoo Ni and Li, {Ji Lung} and Yang, {Zih Tong}",
year = "2018",
month = "3",
day = "1",
doi = "10.6652/JoCICHE.201803_30(1).0003",
language = "Chinese",
volume = "30",
pages = "29--36",
journal = "Journal of the Chinese Institute of Civil and Hydraulic Engineering",
issn = "1015-5856",
publisher = "Chinese Institute of Civil and Hydraulic Engineering",
number = "1",

}

复数连续小波转换评估基桩长度之试验研究. / Ni, Sheng-Huoo; Li, Ji Lung; Yang, Zih Tong.

In: Journal of the Chinese Institute of Civil and Hydraulic Engineering, Vol. 30, No. 1, 01.03.2018, p. 29-36.

Research output: Contribution to journalArticle

TY - JOUR

T1 - 复数连续小波转换评估基桩长度之试验研究

AU - Ni, Sheng-Huoo

AU - Li, Ji Lung

AU - Yang, Zih Tong

PY - 2018/3/1

Y1 - 2018/3/1

N2 - The sonic echo method of prototype piles is used to obtain the propagation time of the stress wave in the pile and to evaluate the pile length by using complex continuous wavelet transform (CCWT) method in this paper. The experimental testing results show that the phase-time-frequency diagram obtained by the CCWT analysis can clearly determine the travel time of stress wave in the five different lengths and materials of piles. Then, the pile length can simply be calculated. The errors are less than about 4%. Therefore, this paper suggests the signal obtained from sonic echo method should be applied to the processing of the CCWT analysis. Compared to the traditional time domain analysis, it not only provides the result of high resolution in different frequency bands but also clearly interprets the arrival time point of the reflected signal by the phase angle-time-frequency diagram. This will indirectly reduce the wave arrival time error of human judgment. It obtains the pile length effectively, enhances the accuracy of evaluation, and improves the practicability of the sonic echo method in the field of non-destructive testing.

AB - The sonic echo method of prototype piles is used to obtain the propagation time of the stress wave in the pile and to evaluate the pile length by using complex continuous wavelet transform (CCWT) method in this paper. The experimental testing results show that the phase-time-frequency diagram obtained by the CCWT analysis can clearly determine the travel time of stress wave in the five different lengths and materials of piles. Then, the pile length can simply be calculated. The errors are less than about 4%. Therefore, this paper suggests the signal obtained from sonic echo method should be applied to the processing of the CCWT analysis. Compared to the traditional time domain analysis, it not only provides the result of high resolution in different frequency bands but also clearly interprets the arrival time point of the reflected signal by the phase angle-time-frequency diagram. This will indirectly reduce the wave arrival time error of human judgment. It obtains the pile length effectively, enhances the accuracy of evaluation, and improves the practicability of the sonic echo method in the field of non-destructive testing.

UR - http://www.scopus.com/inward/record.url?scp=85064178750&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85064178750&partnerID=8YFLogxK

U2 - 10.6652/JoCICHE.201803_30(1).0003

DO - 10.6652/JoCICHE.201803_30(1).0003

M3 - Article

VL - 30

SP - 29

EP - 36

JO - Journal of the Chinese Institute of Civil and Hydraulic Engineering

JF - Journal of the Chinese Institute of Civil and Hydraulic Engineering

SN - 1015-5856

IS - 1

ER -