Effect of Wave Attenuation on Shear Wave Velocity Determination Using Bender Element Tests

Author:

Gao YanbinORCID,Zheng Xiaojun,Wang Hao,Luo Wenkang

Abstract

Wave attenuation is a widespread physical phenomenon in most acoustic tests, but there is a scarcity of quantitative investigations into the influence of wave attenuation on the determination of shear wave travel time in bender element tests. To ascertain this attenuation effect, a series of bender element tests were conducted on clay samples with different lengths under unconfined conditions. The experimental results suggest that the real first peak of the received signal attenuates gradually with the increase of the sample length and even becomes undistinguished when the sample length exceeds a limit. This phenomenon results in misinterpretation of the wave travel time using the time domain method. In this study, the shear wave travel time is misinterpreted when wave travel distance over approximately 80 mm, leading to underestimation of the VS by 17% for the peak-to-peak approach and 10% for the arrival-to-arrival method. Therefore, besides the near field effect and boundary reflection, the wave attenuation effect turned out to be an important factor influencing the determination of VS using the time domain method. Accordingly, it is advisable to predetermine the limit test distance for a specific testing system under conditions, particularly for long distance testing.

Funder

National Natural Science Foundation of China

Publisher

MDPI AG

Subject

Electrical and Electronic Engineering,Biochemistry,Instrumentation,Atomic and Molecular Physics, and Optics,Analytical Chemistry

Reference38 articles.

1. Laboratory investigation on assessing liquefaction resistance of sandy soils by shear wave velocity;J. Geotech. Geoenviron. Eng.,2007

2. Shear-wave velocity–based probabilistic and deterministic assessment of seismic soil liquefaction potential;J. Geotech. Geoenviron. Eng.,2013

3. Nondestructive sample quality assessment of a soft clay using shear wave velocity;J. Geotech. Geoenviron. Eng.,2007

4. Richart, F.E., Hall, J.R., and Woods, R.D. (1970). Vibrations of Soils and Foundations, Prentice Hall.

5. Shear-wave measurements in laboratory sediments;J. Acoust. Soc. Am.,1978

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