Title | The Deep Bedrock in Rome, Italy: A New Constraint Based on Passive Seismic Data Analysis |
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Publication Type | Articolo su Rivista peer-reviewed |
Year of Publication | 2019 |
Authors | Marcucci, S., Milana G., Hailemikael S., Carlucci G., Cara F., Di Giulio G., and Vassallo M. |
Journal | Pure and Applied Geophysics |
Volume | 176 |
Pagination | 2395-2410 |
ISSN | 00334553 |
Keywords | Acoustic wave velocity, Ambient vibrations, Deep velocity structures, Dispersion (waves), Dispersion curves, Earthquake effects, High-energy components, Horizontal-to-vertical spectral ratios, Joint inversion, Lime, Low-frequency resonance, Natural frequencies, Shear flow, Shear wave velocity structure, Shear waves, Soils, Surface waves, Vibration analysis, wave propagation |
Abstract | Seismic resonance inside sedimentary basins severely influences ground shaking at the free surface in case of earthquakes. Starting from few observations of a low-frequency resonance in the historical center of Rome, Italy, we performed several single-station ambient vibration measures to verify and estimate the resonance frequency in a wide area of the city by Horizontal-to-Vertical spectral ratio method. We verified a stable low-frequency peak in the range 0.3–0.4 Hz. Recordings of August 24th 2016, Mw 6.0 Amatrice earthquake, available both inside and outside the basin of Rome, confirm the presence of high-energy components at frequencies of 0.2–0.4 Hz within the basin. These observations support the hypothesis of a deep seismic impedance contrast responsible for the low frequency resonance. To infer the depth range of subsoil deposits related to this impedance contrast, we analyzed ambient vibration data recorded by 2-D seismic arrays aiming at retrieving the shear-wave velocity structure up to relevant depths. To increase the investigation depth (up to 2000 m), we jointly inverted for Rayleigh-waves dispersion and ellipticity curves and resonance frequency. The shear-wave velocity profile shows two main discontinuities at depths of about 500 m and 1800 m that can be related to the bottom of the Plio-Pleistocene filling of the Rome basin and to the top of the basal limestone formation, respectively. These results fill a gap of knowledge about the deep velocity structure in the city that may be helpful for ground-motion scenario studies. © 2019, Springer Nature Switzerland AG. |
Notes | cited By 2 |
URL | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065162190&doi=10.1007%2fs00024-019-02130-6&partnerID=40&md5=0b2af5cec45568455df940e8024bdbf7 |
DOI | 10.1007/s00024-019-02130-6 |
Citation Key | Marcucci20192395 |