Technical Papers
Jun 4, 2021

Dynamic Multimodal Response of Bender Element Transmitter

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 147, Issue 8

Abstract

The response of a bender transmitter to sinusoidal excitations in air, liquids, and transparent soil is investigated using a novel laser vibrometer technique. The purpose of the study is to investigate how benders vibrate in different media so that the bender–soil interaction can be better understood. This may help in more accurate determination of the travel time of shear waves in soil and in more reliable prediction of the wave velocity. The study is important because, currently, there is no standardization of the bender element (BE) test available because the bender’s behavior is not well understood when it is embedded in soil. BE test results depend on the critical assumption that the bender transducer behaves as a cantilever beam. It is shown for the first time through experimental modal analysis that benders actually vibrate as plates and higher modes of plate vibration play a significant role in bender–soil interaction. The participation of the different modes depends on the confining stresses present in the soil sample. The hydrodynamic interactions of the bender transmitter in different liquids show that the added mass effect of the liquids impact the frequency and, more importantly, the damping of the bender vibration. The changes in vibration mode and damping with a change in confinement have practical implications because the signal-to-noise ratio of bender vibration gets altered by these changes (thereby increasing the error in the estimation of shear waves), which impacts the interpretation of the BE test results. Thus, the study provides important insights into the bender behavior in terms of its displacement, velocity, resonant frequencies, damping ratios, and mode shapes.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors would like to acknowledge the financial support of the Natural Sciences and Engineering Council of Canada (NSERC Discovery and CRD programs). The authors would also like to acknowledge Taher Ameen for his help with the figures.

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Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 147Issue 8August 2021

History

Received: Mar 22, 2020
Accepted: Apr 6, 2021
Published online: Jun 4, 2021
Published in print: Aug 1, 2021
Discussion open until: Nov 4, 2021

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Authors

Affiliations

Doctoral Candidate, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1. ORCID: https://orcid.org/0000-0001-9665-3150. Email: [email protected]
Ayan Sadhu, M.ASCE [email protected]
P.Eng.
Assistant Professor, Dept. of Civil and Environmental Engineering, Western Univ., London, ON, Canada N6A 5B9. Email: [email protected]
Giovanni Cascante, M.ASCE [email protected]
P.Eng.
Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1. Email: [email protected]
Dipanjan Basu, M.ASCE [email protected]
P.Eng.
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1 (corresponding author). Email: [email protected]

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Cited by

  • VIBRATION CHARACTERISTICS OF SELF-MONITORING BENDER ELEMENTS WITH VARIOUS DIMENSIONS AND GEOMETRIES寸法・形状が異なる種々のセルフモニタリングベンダーエレメントの振動特性, Japanese Journal of JSCE, 10.2208/jscejj.22-15001, 79, 15, (n/a), (2023).
  • “ Ladetes ”—A novel device to test deformation behaviors of hydrate-bearing sediments , Review of Scientific Instruments, 10.1063/5.0120205, 93, 12, (125004), (2022).
  • Assessment of small strain dynamic soil properties of railway site Agartala, India, by bender element tests, Arabian Journal of Geosciences, 10.1007/s12517-022-10749-4, 15, 18, (2022).

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