Abstract

Abstract Bajo Segura Basin, placed in the south of Alicante province (southeast Spain), is a region of moderate seismicity, which presents frequent seismic episodes. This region, as the rest of south-eastern part of Spain, is growing both economically and demographically. Hence, the presence of soft soils in a seismic region where many towns and villages are placed shows the importance of an adequate characterization of the site effects study in this area. The present work investigates the use of noise measurements for soil characterization by the application of H/V method and array techniques: extended spatial autocorrelation (ESAC) and frequency–wave number (F–K) in three urban areas of the Bajo Segura Basin. The application of these methods will help us to estimate the resonance frequencies, as well as shear-wave velocity profiles, having a better understanding of the sediment depth and site effects phenomena at the studied places. The estimated velocity profiles are used to model the fundamental mode Rayleigh wave ellipticity curves and the S-wave site transfer functions. Finally, the correlation between this curves and the experimental H/V analysis has allowed us a better assessment of the site response in the studied areas.

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