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Ground structure imaging by inversions of Rayleigh wave ellipticity: Sensitivity analysis and application to European strong-motion sites

TitleGround structure imaging by inversions of Rayleigh wave ellipticity: Sensitivity analysis and application to European strong-motion sites
Publication TypeArticolo su Rivista peer-reviewed
Year of Publication2013
AuthorsHobiger, M., Cornou C., Wathelet M., Di Giulio G., Knapmeyer-Endrun B., Renalier F., Bard P.-Y., Savvaidis A., Hailemikael S., Le Bihan N., Ohrnberger M., and Theodoulidis N.
JournalGeophysical Journal International
Volume192
Pagination207-229
ISSN0956540X
KeywordsAcoustic wave velocity, Computational seismologies, data inversion, Europe, Frequency dependence, Geologic models, Inverse theory, Rayleigh wave, Rayleigh waves, S-wave, seismic velocity, Seismology, Sensitivity analysis, Sensors, Shear wave velocity, Shear waves, site effect, Site effects, soil structure, Soils, strong motion, surface wave, Surface wave dispersion, Surface waves, Surface waves and free oscillations, theoretical study, velocity profile, wave dispersion, wave propagation, Wide frequency range
Abstract

The knowledge of the local soil structure is important for the assessment of seismic hazards. A widespread, but time-consuming technique to retrieve the parameters of the local underground is the drilling of boreholes. Another way to obtain the shear wave velocity profile at a given location is the inversion of surface wave dispersion curves. To ensure a good resolution for both superficial and deeper layers, the used dispersion curves need to cover a wide frequency range. This wide frequency range can be obtained using several arrays of seismic sensors or a single array comprising a large number of sensors. Consequently, these measurements are time-consuming. A simpler alternative is provided by the use of the ellipticity of Rayleigh waves. The frequency dependence of the ellipticity is tightly linked to the shear wave velocity profile. Furthermore, it can be measured using a single seismic sensor. As soil structures obtained by scaling of a given model exhibit the same ellipticity curve, any inversion of the ellipticity curve alone will be ambiguous. Therefore, additional measurements which fix the absolute value of the shear wave velocity profile at some points have to be included in the inversion process. Small-scale spatial autocorrelationmeasurements orMASWmeasurements can provide the needed data. Using a theoretical soil structure, we show which parts of the ellipticity curve have to be included in the inversion process to get a reliable result and which parts can be omitted. Furthermore, the use of autocorrelation or high-frequency dispersion curves will be highlighted. The resulting guidelines for inversions including ellipticity data are then applied to real data measurements collected at 14 different sites during the European NERIES project. It is found that the results are in good agreement with dispersion curve measurements. Furthermore, the method can help in identifying the mode of Rayleigh waves in dispersion curve measurements. © The Authors 2012. Published by Oxford University Press on behalf of The Royal Astronomical Society.

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URLhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84875274958&doi=10.1093%2fgji%2fggs005&partnerID=40&md5=bacdf1b154a6fe2b40950fcd551cc202
DOI10.1093/gji/ggs005
Citation KeyHobiger2013207