TY - JOUR
T1 - Applicability of complex wavelet transform to evaluate the integrity of commonly used pile types
AU - Ni, Sheng Huoo
AU - Li, Ji Lung
AU - Yang, Yu Zhang
AU - Lai, Yun Yui
N1 - Funding Information:
This study was supported by the Ministry of Science and Technology under Grant No. MOST 104-2221-E-006-206, Taiwan, R.O.C. The authors would like to express their special thanks to all other participants in this project.
Publisher Copyright:
© 2019 Taiwan Geotechnical Society.
PY - 2019
Y1 - 2019
N2 - Non-destructive testing techniques are applied to evaluate the integrity of piles. The sonic echo method is usually used to determine the pile tip and the locations of defects. However, the energy of a reflected stress wave is complicated, and it dissipates quickly. It is thus often difficult to evaluate the pile integrity effectively. The purpose of this paper is to utilize the recently developed complex wavelet transform to analyze sonic echo test signals in an attempt to determine the length and location of a defect by analyzing an amplitude spectrogram and phase spectrum in different frequency bands. Several piles of different lengths, materials, cross-sections, and defects were tested to verify the proposed approach. Moreover, the discussion of the wavelet selection, the features of the wave propagation in the pile, and an explanation of the analytical steps are included. The testing results show that a complex wavelet transform can be used to evaluate the integrity of common pile types.
AB - Non-destructive testing techniques are applied to evaluate the integrity of piles. The sonic echo method is usually used to determine the pile tip and the locations of defects. However, the energy of a reflected stress wave is complicated, and it dissipates quickly. It is thus often difficult to evaluate the pile integrity effectively. The purpose of this paper is to utilize the recently developed complex wavelet transform to analyze sonic echo test signals in an attempt to determine the length and location of a defect by analyzing an amplitude spectrogram and phase spectrum in different frequency bands. Several piles of different lengths, materials, cross-sections, and defects were tested to verify the proposed approach. Moreover, the discussion of the wavelet selection, the features of the wave propagation in the pile, and an explanation of the analytical steps are included. The testing results show that a complex wavelet transform can be used to evaluate the integrity of common pile types.
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U2 - 10.6310/jog.201903_14(1).3
DO - 10.6310/jog.201903_14(1).3
M3 - Article
AN - SCOPUS:85066029205
SN - 1990-8326
VL - 14
SP - 21
EP - 30
JO - Journal of GeoEngineering
JF - Journal of GeoEngineering
IS - 1
ER -