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  5. An inter-disciplinary and multi-scale approach to assess the spatial variability of ground motion for seismic microzonation: the case study of Cavezzo municipality in Northern Italy
 
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An inter-disciplinary and multi-scale approach to assess the spatial variability of ground motion for seismic microzonation: the case study of Cavezzo municipality in Northern Italy

Author(s)
Lai, C.G.  
Università di Pavia  
Poggi, Valerio  
OGS  
Famà, Agata  
Università di Pavia  
Zuccolo, E  
Università di Pavia  
Bozzoni, Francesca  
Università di Pavia  
Meisina, Claudia  
Università di Pavia  
Bonì, Roberta  
Università di Pavia  
Martelli, Luca  
Geological, Seismic and Soil Survey, Emilia-Romagna Region, Bologna  
Massa, Marco  
Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italia  
Mascandola, Claudia  
Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italia  
Petronio, Lorenzo  
OGS  
Affatato, Alessandro  
OGS  
Baradello, Luca  
OGS  
Castaldini, Doriano  
Università di Modena and Reggio  
Cosentini, Renato Maria  
Politecnico di Torino  
Language
English
Obiettivo Specifico
5T. Sismologia, geofisica e geologia per l'ingegneria sismica
Status
Published
JCR Journal
JCR Journal
Peer review journal
Yes
Journal
Engineering Geology  
Issue/vol(year)
/274 (2020)
ISSN
0013-7952
Publisher
Elsevier
Pages (printed)
105722
Date Issued
2020
DOI
10.1016/j.enggeo.2020.105722
URI
https://www.earth-prints.org/handle/2122/14067
Abstract
Seismic microzonation represents a basic tool for prevention activity planning and land management. An extensive and detailed microzonation study was performed
with reference to the territory of the Municipality of Cavezzo, damaged during the seismic sequence hitting Emilia-Romagna Region, Northern Italy, in 2012. In this
paper, we discuss the work carried out to characterize the spatial variability of ground motion amplification due to local soil conditions in the municipality area.
An inter- and multi-disciplinary approach is presented, involving geotechnical engineers, geophysicists, geologists and seismologists from different institutions, to
thoroughly characterize the territory using complementary techniques with different level of resolution and confidence. A considerable amount of geomorphological,
geological, hydrogeological, seismological, geotechnical and geophysical investigations was collected and processed for the purpose. A GIS-based (Geographic
Information System) platform was initially setup to manage the gathered data, which now includes the results of about 1000 geotechnical and geophysical tests. Such
an extended dataset was then used as a primary constraint for the creation of a comprehensive pseudo-3D geotechnical and seismo-stratigraphic model of the
territory, consisting of a dense grid of one-dimensional vertical profiles to depict the variability of the soil properties over the area. The model was finally used as
input for linear-equivalent ground response analysis. For the calculation of the amplification factors, special emphasis was given to the treatment and propagation of
the uncertainties of the model parameters, whose different realizations have been accounted through a logic tree approach.
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article
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