Coda Wave Analysis to Monitor Processes in Soils
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 139, Issue 9
Abstract
Small-strain elastic wave propagation is a constant-fabric phenomenon ideally suited to monitor processes in soils. However, the determination of very small changes in travel time limits our ability to resolve changes in soil stiffness caused by internal processes or changes in boundary conditions. The first-arrival reflects the fastest path between the source and receiver of the propagating wave field; later arrivals in the coda correspond to longer paths after multiple boundary reflections and internal scattering. Therefore, time shifts between the codas of two consecutive signals are longer and easier to detect than between the signals’ first arrivals. Slight changes in coda waves can be determined by cross-correlating time windows, time-stretched signals, or frequency-stretched spectra. Basic coda analysis assumes a homogeneous velocity change throughout the medium, propagation modes (P, S) that are equally affected by the process and the preservation of ratio during the process. The resolving power of coda wave interferometry is explored in an experimental study conducted with quartzitic sand subjected to loading, creep, and unloading stages. The results reveal that coda wave analysis can be used to detect changes in wave velocity on the order of (this corresponds to a stress change smaller than in uncemented soils). Such a high velocity resolution permits the study of creep, aging, and diagenetic processes even in relatively short duration tests.
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Acknowledgments
Support for this research was provided by the Chevron-managed DOE/NETL Methane Hydrate Project DE-FC26-01NT41330 and Gulf of Mexico Gas Hydrate Joint Industry Project; R&D Program Geotechnologien funded by the German Research Foundation and German Ministry of Education and Research (Grant 03G0636B), as well as the European Regional Development Fund (Grant FKZB715-09010). Additional funding was provided by the Goiuzeta Foundation.
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© 2013 American Society of Civil Engineers.
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Received: Jan 30, 2012
Accepted: Nov 26, 2012
Published online: Nov 28, 2012
Published in print: Sep 1, 2013
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