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  5. Caratterizzazione geotecnica del sottosuolo di San Giuliano di Puglia
 
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Caratterizzazione geotecnica del sottosuolo di San Giuliano di Puglia

Author(s)
d’Onofrio, A.  
Dipartimento di Ingegneria Idraulica, Geotecnica ed Ambientale, Università degli Studi di Napoli “Federico II”, Napoli, Italia  
Vitone, C.  
Dipartimento di Ingegneria Civile e Ambientale, Politecnico di Bari,Italia  
Cotecchia, F.  
Dipartimento di Ingegneria Civile e Ambientale, Politecnico di Bari,Italia  
Puglia, R.  
Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italia  
Santucci de Magistris, F.  
Laboratorio di Dinamica Strutturale e Geotecnica, StreGa, Università degli Studi del Molise, Temoli (CB), Italia  
Silvestri, F.  
Dipartimento di Ingegneria Idraulica, Geotecnica ed Ambientale, Università degli Studi di Napoli “Federico II”, Napoli, Italia  
Language
Italian
Obiettivo Specifico
4.1. Metodologie sismologiche per l'ingegneria sismica
Status
Published
JCR Journal
N/A or not JCR
Peer review journal
Yes
Journal
Rivista Italiana di Geotecnica - Italian Geotechnical Journal  
Issue/vol(year)
3/(2009)
Publisher
Pàtron
Pages (printed)
43-61
Date Issued
2009
URI
https://www.earth-prints.org/handle/2122/5522
Subjects
04. Solid Earth::04.06. Seismology::04.06.06. Surveys, measurements, and monitoring  
Subjects

Geotechnical engineer...

2002 Molise earthquak...

San Giuliano di Pugli...

Toppo Capuana marly c...

Abstract
In order to correlate the damages produced by 2002 Molise earthquake to the litostratigraphic and mechanical characteristics of the subsoil, a detailed investigation by in situ and laboratory tests was performed in San Giuliano di Puglia (CB). The investigations were directed both to study the Toppo Capuana marly clays, above which most of the damages of buildings were founds, and, to a lesser extent, the Faeto flysch formation, that is its rigid bedrock. The marly clay deposit is distinguishable in several strata, which varied in relation to the intensity of cracking, that is classified in a rational way. The in situ investigations allowed to recognize the litostratigraphic characters of the area and to reconstruct, with different methods, the main stratigraphic section account for variability of alteration and cracking. The latter factor, although not evident through the physical properties of soils, was of paramount importance in understanding the strength and compressibility behaviour of the soil, and on the overall stress-strain behaviour that controls a seismic response of the subsoil.
Type
article
File(s)
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Name

Caratterizzazione geotecnica del sottosuolo di San Giuliano.doc

Description
Geotechnical investigation of the Toppo Capuana marly clays
Size

8.18 MB

Format

Microsoft Word

Checksum (MD5)

9a3dfffc8cf44caeaf5e125b7d270726

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