Please use this identifier to cite or link to this item:
http://hdl.handle.net/2122/2260
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| Authors: | Petrosino, S.* Cusano, P.* Saccorotti, G.* |
| Title: | Shallow shear-wave velocity structure of Solfatara volcano (Campi Flegrei, Italy),from inversion of Rayleigh-wave dispersion curves |
| Title of journal: | Bollettino di Geofisica Teorica ed Applicata |
| Series/Report no.: | 1-2/47 (2006) |
| Publisher: | OGS |
| Issue Date: | Mar-2006 |
| Keywords: | NONE |
| Abstract: | In this work, we infer the 1D shear-wave velocity model at Solfatara volcano using the
dispersion properties of Rayleigh waves generated by artificial explosions. The groupvelocity
dispersion curves are retrieved by applying the Multiple Filter Technique to
single-station recordings of air-gun sea shots. Seismic signals are filtered in different
frequency bands and the dispersion curves are obtained by evaluating the arrival times
of the envelope maxima of the filtered signals. Fundamental and higher modes are
carefully recognized and separated by using a Phase Matched Filter. The dispersion
curves obtained indicate Rayleigh-wave fundamental-mode group velocities ranging
from about 0.8 to 0.6 km/s over the 2-12 Hz frequency band. These group velocity
dispersion curves are then inverted to infer a shallow shear-wave velocity model down
to a depth of about 250 m. The shear-wave velocities thus obtained are compatible
with those derived both from cross- and down-hole measurements in neighbouring
wells and from laboratory experiments. These data are eventually interpreted in the
light of the geological setting of the area. Using the velocity model obtained, we
calculate the theoretical ground response to a vertically-incident S-wave getting two,
main amplification peaks centered at frequencies of 2.2 and 5.4 Hz. The transfer
function was compared to those obtained experimentally from the application of
Nakamura’s technique to microtremor data, artificial explosions and local
earthquakes. Agreement among the experimental and theoretical transfer functions is
observed for the amplification peak of frequency 5.4 Hz. |
| Appears in Collections: | 04.06.09. Waves and wave analysis Papers Published / Papers in press 04.06.11. Seismic risk
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