Accurate determination of shear wave arrival time using bender elements may be severely affected by a combination of near-field effects and reflected waves. These may mask the first arrival of the shear wave, making its detection difficult in the time domain. This paper describes an approach for measuring the shear wave arrival time through analysis of the output signal in the time-scale domain using a multi-scale wavelet transform. The local maxima lines of the wavelet transform modulus are observed at different scales, and all singularities are mathematically characterised, allowing subsequent detection of the singularity relating to the first arrival. Examples of the use of this approach on typical synthetic and experimental bender element signals are also supplied, and these results are compared with those from other time and frequency domain approaches. The wavelet approach is not affected by near-field effects, but instead is characterised by a relatively consistent singularity related to the shear wave arrival time, across a range of frequencies and noise levels.
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March 2012
Research Article|
March 01 2012
Wavelet analysis of bender element signals Available to Purchase
J. BONAL;
J. BONAL
*
* School of Civil, Structural and Environmental Engineering, University College Dublin, Ireland.
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S. DONOHUE;
S. DONOHUE
†
† Department of Architecture and Civil Engineering, University of Bath, UK.
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C. McNALLY
C. McNALLY
*
* School of Civil, Structural and Environmental Engineering, University College Dublin, Ireland.
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* School of Civil, Structural and Environmental Engineering, University College Dublin, Ireland.
† Department of Architecture and Civil Engineering, University of Bath, UK.
Publisher: Emerald Publishing
Received:
April 23 2009
Accepted:
May 06 2011
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2012 Thomas Telford Ltd
2012
Geotechnique (2012) 62 (3): 243–252.
Article history
Received:
April 23 2009
Accepted:
May 06 2011
Citation
BONAL J, DONOHUE S, McNALLY C (2012), "Wavelet analysis of bender element signals". Geotechnique, Vol. 62 No. 3 pp. 243–252, doi: https://doi.org/10.1680/geot.9.P.052
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