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GNGTS 2015                                                              SESSIONE 3. 2


           On the  other side,  the HVSRs at Cala Rossa Bay  generally  become  lower than  l  in the
        frequency range between l  and 2 Hz. Such an anomaly respect to the Anchor Bay si te could be
        related to the complex network of man-made tunnels and caves within the Lower Pleistocene
        carbonate grainstones, which could have a disturbing role in seismic wave propagation, leading
        to an amplification of the ground motion vertical component.
           Finally,  the  complex  behavior of the  HVSRs  in  the  higher frequency  range  (10-60 Hz)
        can be related to the vibrational behavior of the dislodged rock blocks. The  seismic response
        observed in frequency from 10 to 60 Hz is in agreement with the results published by Got et al.
        (2010) showing thait the highest seismic energy was concentrateci in specific frequency bands
        depending on geometrica! and mechanical properties of the rock blocks. Polarization analyses
        (Bmjanek et al., 2010, 2012; Galea et al., 2014) will be canied out in order to derive the main
        modes of vibration fora better comprehension of the seismic response of the cliff slope as well
        as of its stability in case of earthquake shaking.
           Conclusions. Preliminary results of seismic noise measurements canied aut in the westem
        part of Cala Rossa Bay (Favignana, Italy) show that a site stratigraphic response exists and is
        characterized by a HVSR peak between 5 and 6 Hz followed by a dip of the HVSR curve. It
        was also observed a HVSR dip below level l in a narmw frequency range, between l  and 2 Hz,
        that could be related to the dense network of man-made tunnels and caves within the Lower
        Pleistocene carbonate grainstones of the Island.
           A complex local seismic response was also observed at higher frequencies (10-60 Hz) that
        can be  related to the seismic response  of  the dislodged rock blocks. The results obtained at
        Cala Rossa Bay were compared to the ones obtained at Anchor Bay in Malta due to the high
        similarity of the  local  geologica!  and  lithotechnical  setting  responsible  for  ongoing  latera!
        spreading landslide processes.
           More-detailed studies will be cany out by experiencing analytical approaches devoted to
        characterize the vibrationalmodes of the surveyed rock blocks, in order to evaluate the sea cliff
        stability conditions during earthquake shaking.
        Acknowledgements. This study is part of a PhD research (Roberto Iannucci) at the Department of Earth Sciences
        of Sapienza University of Rome. TheAuthors wish t o thank Luca Falconi, V!adimiro Verrubbi an d Augusto Screpanti
        for data and information provided about the Cala Rossa Bay area and Fabio Martorelli for bis useful support in the
        field geologica! survey.
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