TECHNICAL PAPERS
Aug 1, 2008

Fast Stacking and Phase Corrections of Shear Wave Signals in a Noisy Environment

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 134, Issue 8

Abstract

Hardware, software, and analysis of transient response of sources and receivers are presented for a piezoelectric bender element system designed to measure shear wave velocities in noisy environments. Signal-to-noise ratio is improved by signal stacking, wherein data vectors from many pulses are summed. A new fast-stacking algorithm enables signal quality to be improved much more rapidly than conventional stacking. Conventional stacking is accomplished by repeatedly sending an excitation pulse to a source, waiting for the signal and secondary reflections to pass the receiver and then introducing a subsequent excitation pulse. Using conventional stacking, it is important to wait for the signal and secondary reflections to die out before exciting subsequent pulses. In the new fast-stacking algorithm, a varied interval between consecutive pulses is used so that high quality signals can be obtained even if consecutive pulses are excited in rapid succession. Transient behavior of soil–bender interaction was characterized using closed-form analytical solutions of single-degree-of-freedom oscillators, numerical solutions using a beam-on-springs method, and measurements from an array of bender elements in a sand model. The time delay caused by soil–bender interaction was calculated to be half of the natural period of the bender element, and this theoretical time delay was supported by experimental data. This system makes it feasible to rapidly collect accurate shear wave velocity information so that transient changes in shear wave velocity can be monitored even if background noise is large.

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Acknowledgments

The development and implementation of the bender element system was funded under NSF Award No. NSFCMS-0086566 through the George E. Brown Jr. Network for Earthquake Engineering Simulation (NEES). Seokhyeon Choi helped implement the hardware and develop the signal processing software. Advice regarding bender elements and preliminary testing in 1 g laboratory specimens at Georgia Tech were provided by Jong-Sub Lee and Carlos Santamarina. The grouted pier test that contained the polar array of bender elements was performed by Yueying Bian and Tara Hutchinson under NSF Award No. NSFCMS-0513972. The work would not have been possible without the able assistance of UC Davis centrifuge staff Chad Justice, Nick Sinikas, Tom Coker, Ray Gerhard, and Peter Rojas.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 134Issue 8August 2008
Pages: 1154 - 1165

History

Received: Jul 12, 2007
Accepted: Dec 10, 2007
Published online: Aug 1, 2008
Published in print: Aug 2008

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Authors

Affiliations

Scott J. Brandenberg
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095-1593. E-mail: [email protected]
Bruce L. Kutter
Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.
Daniel W. Wilson
Facility Manager, Center for Geotechnical Modeling, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

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