The city of Catania, located on the eastern zone of Sicily, is prone to high seismic risk. The Catania harbour is an important tourist, industrial and commercial harbour of Italy. For site characterisation of soil deep site investigations have been undertaken. Borings and Seismic Dilatometer Marchetti Tests (SDMT) have been performed, with the aim to evaluate the soil profile of shear waves velocity (Vs). Moreover the following laboratory tests were carried out on undisturbed samples retrieved with a 86 mm diameter Shelby sampler: Oedometer tests, direct shear tests, triaxial tests andresonant column tests. The available data enabled one to compare the shear waves velocity profile obtained by empirical correlations and Seismic Dilatometer M...
A detailed investigation of several seismic dilatometer (SDMT) tests was performed in 2011 on Chieti...
The paper reports about the in-situ and laboratory tests executed in the aftermath of the April 6, 2...
The paper presents the geotechnical characterization of a clay soil subjected to a preloading embank...
The city of Catania, located on the eastern zone of Sicily, is prone to high seismic risk. The Catan...
The analysis of the historical reports and previous research projects allowed us to describe high-le...
In this paper a review of the principal results of a research conducted on the soil of the city of C...
ABSTRACT: This paper describes and compares the results of in situ laboratory investigations perform...
This paper describes and compares the results of in situ and laboratory investigations performed on ...
To investigate the geotechnical soil properties of Emilia Romagna Region, a large series of in situ ...
To investigate the geotechnical soil properties of Emilia Romagna Region, a large series of in situ ...
The paper presents the case history of the geotechnical characterization of a seismic site for the r...
The city of San Giuliano di Puglia (CB), located in the Molise region in Southern Italy, is prone to...
This paper presents a review of results obtained by a large number of seismic dilatometer tests (SDM...
A dynamic characterisation for the test site of Regional Civil Defence Department in the city of Mes...
The present study is part of a research programme, namely Detailed Scenarios and Actions for Seismi...
A detailed investigation of several seismic dilatometer (SDMT) tests was performed in 2011 on Chieti...
The paper reports about the in-situ and laboratory tests executed in the aftermath of the April 6, 2...
The paper presents the geotechnical characterization of a clay soil subjected to a preloading embank...
The city of Catania, located on the eastern zone of Sicily, is prone to high seismic risk. The Catan...
The analysis of the historical reports and previous research projects allowed us to describe high-le...
In this paper a review of the principal results of a research conducted on the soil of the city of C...
ABSTRACT: This paper describes and compares the results of in situ laboratory investigations perform...
This paper describes and compares the results of in situ and laboratory investigations performed on ...
To investigate the geotechnical soil properties of Emilia Romagna Region, a large series of in situ ...
To investigate the geotechnical soil properties of Emilia Romagna Region, a large series of in situ ...
The paper presents the case history of the geotechnical characterization of a seismic site for the r...
The city of San Giuliano di Puglia (CB), located in the Molise region in Southern Italy, is prone to...
This paper presents a review of results obtained by a large number of seismic dilatometer tests (SDM...
A dynamic characterisation for the test site of Regional Civil Defence Department in the city of Mes...
The present study is part of a research programme, namely Detailed Scenarios and Actions for Seismi...
A detailed investigation of several seismic dilatometer (SDMT) tests was performed in 2011 on Chieti...
The paper reports about the in-situ and laboratory tests executed in the aftermath of the April 6, 2...
The paper presents the geotechnical characterization of a clay soil subjected to a preloading embank...