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Fig. 11 | Geoenvironmental Disasters

Fig. 11

From: Monitoring of the vibration induced on the Arno masonry embankment wall by the conservation works after the May 25, 2016 riverbank landslide

Fig. 11

Maximum pcpv values recorded at LGT101 station (peak > 3 mm/s). Positive values are associated with embankment wall movements towards the Arno river (North North-East), while negative ones with movements towards the inside (South South-West), i.e., the street. The circles radius is proportional to the peak frequency: the minimum frequency value (2 Hz, red circle) was recorded during the August 24 Central Italy earthquake

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