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  5. Geochemical and Geomorphological Analyses on Liquefaction Occurred During the 2012 Emilia Seismic Sequence
 
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Geochemical and Geomorphological Analyses on Liquefaction Occurred During the 2012 Emilia Seismic Sequence

Author(s)
Sciarra, A.  
Istituto Nazionale di Geofisica e Vulcanologia, Sezione Roma1, Roma, Italia  
Cantucci, B.  
Istituto Nazionale di Geofisica e Vulcanologia, Sezione Roma1, Roma, Italia  
Abu Zeid, N.  
Dipartimento di Fisica e Scienze della Terra, Università di Ferrara,  
Vaccaro, C.  
Dipartimento di Fisica e Scienze della Terra, Università di Ferrara,  
Quattrocchi, F.  
Istituto Nazionale di Geofisica e Vulcanologia, Sezione Roma1, Roma, Italia  
Editor(s)
Lollino, G:  
Language
English
Obiettivo Specifico
2T. Tettonica attiva
Publisher
SPRINGER
Status
Published
Volume or Series
5
Date Issued
2014
URI
https://www.earth-prints.org/handle/2122/9240
Subjects
05. General::05.02. Data dissemination::05.02.01. Geochemical data  
Subjects

Liquefaction

surface rupture

soil gas

electrical resistivit...

induced polarization

Abstract
On May 20th and 29th, 2012 two earthquakes (ML 5.9 with hypocenter depth at 6.3 km and
ML 5.8 with hypocenter depth at 10.2 km, respectively; ISIDe Database) struck the Emilia
area. The epicentre was located in the vicinity of Finale Emilia and Medolla (Modena).
Co-seismic effects exemplified by liquefactions and surface ruptures occurred in the
surrounding area (Provinces of Bologna, Ferrara, Modena, Reggio Emilia, Mantova and
Rovigo). The maximum effects where concentrated along the towns located 15–25 km from
the epicentre (SW portion of Ferrara Province). Soon after the main events, several
geochemical and geophysical surveys were carried out in different sites at Modena and Ferrara
Provinces, where surface rupture and liquefaction effects were most evident. Results gained
from soil and dissolved gases and geoelectrical-geophysical surveys evidenced that the main
liquefied layer is related to a medium coarse-grained sand saturated aquifer located at 8–12 m
b.g.l. On the other hand, superficial unsaturated sediments underwent liquefaction represented
by densification and lateral spreading. As a consequence, liquefied soil caused ground failures
and damages to the built environment. The extent of the liquefaction phenomena, its
concentration along the Reno paleo-river ridge and the building damage, has highlighted the
need to further characterized the possible rule of lithology and natural gas content on the outset
of liquefaction.
Type
article
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Sciarra et al., 2014_Torino.pdf

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8d16b6ad7a2e1041358782e05d5ff2f9

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