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contributor authorSheng
contributor authorDai
contributor authorFrank
contributor authorWuttke
contributor authorJ. Carlos
contributor authorSantamarina
date accessioned2017-05-08T21:47:59Z
date available2017-05-08T21:47:59Z
date copyrightSeptember 2013
date issued2013
identifier other%28asce%29gt%2E1943-5606%2E0000889.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62691
description abstractSmall-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
publisherAmerican Society of Civil Engineers
titleCoda Wave Analysis to Monitor Processes in Soils
typeJournal Paper
journal volume139
journal issue9
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000872
treeJournal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 009
contenttypeFulltext


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