Measuring shear wave velocity using bender elements

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Measuring shear wave velocity using bender elements

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dc.contributor.author Leong, Eng Choon
dc.contributor.author Yeo, Sir Hoon
dc.contributor.author Rahardjo, Harianto
dc.date.accessioned 2011-12-08T03:55:42Z
dc.date.available 2011-12-08T03:55:42Z
dc.date.copyright 2005
dc.date.issued 2011-12-08
dc.identifier.citation Leong, E. C., Yeo, S. H., & Rahardjo, H. (2005). Measuring Shear Wave Velocity Using Bender Elements. Geotechnical Testing Journal, 28(5), 488-498.
dc.identifier.uri http://hdl.handle.net/10220/7360
dc.description.abstract The use of bender element to measure shear wave velocity is popular due to its simplicity. However, there are still some uncertainties in the interpretation of the bender element test. In this paper, the use of bender elements in the determination of shear wave velocities of dry, unsaturated, and saturated soil specimens is examined with respect to the characteristics of the bender elements, waveform, magnitude, and frequency of the applied voltage to the transmitter bender element and method of travel time determination. The interpretation of the bender element test can be improved if two performance criteria are adopted: (1) a signal-to-noise ratio of at least 4 dB for the receiver signal, and (2) a wave path length to wavelength ratio of at least 3.33. Procedures to estimate the strain level associated with the shear wave velocity measurement using bender element are also described.
dc.language.iso en
dc.relation.ispartofseries Geotechnical testing journal
dc.rights © 2005 ASTM
dc.subject DRNTU::Engineering::Civil engineering::Geotechnical
dc.title Measuring shear wave velocity using bender elements
dc.type Journal Article
dc.contributor.school School of Civil and Environmental Engineering
dc.identifier.doi http://dx.doi.org/10.1520/GTJ12196
dc.description.version Accepted version

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