Site characterization by dynamic in situ and laboratory tests for liquefaction potential evaluation during Emilia Romagna earthquake

A Cavallaro, PP Capilleri, S Grasso - Geosciences, 2018 - mdpi.com
To investigate the geotechnical soil properties of Emilia Romagna Region, a large series of
in situ tests, laboratory tests and geophysical tests have been performed, particularly at the …

Static and dynamic properties of soils in Catania (Italy)

F Castelli, A Cavallaro, A Ferraro… - Annals of …, 2018 - annalsofgeophysics.eu
The analysis of the historical reports and previous research projects allowed us to describe
high-level seismic risk scenarios for the city of Catania, located on the eastern coast of Sicily …

An Experimental Characterization of Shear Wave Velocity (Vs) in Clean and Hydrocarbon-Contaminated Sand

H Rajabi, M Sharifipour - Geotechnical and Geological Engineering, 2017 - Springer
The characteristics of hydrocarbon-contaminated soils have been among major concerns of
geotechnical engineers due to its significant frequency of event and also its influential …

Undrained cyclic laboratory behavior of sandy soils

F Castelli, A Cavallaro, S Grasso, V Lentini - Geosciences, 2019 - mdpi.com
The complex cyclic shear stress path experienced by the soil during an earthquake, which
could also induce liquefaction phenomena, can be approximated in the laboratory only by …

Laboratory and in situ tests on dynamic shear modulus of granite residual soil

S Yin, J Huang, L Kong, X Zhang, P Liu - Bulletin of Engineering Geology …, 2022 - Springer
It is widely accepted that residual soils (RSs) form very differently from sedimentary soils.
While there have been extensive advances regarding sedimentary soil, little is known about …

Recent developments for the seismic risk assessment

F Castelli, V Lentini, S Grasso - Bulletin of Earthquake Engineering, 2017 - Springer
Thematic maps, such as seismic risk maps, are a useful tool that researchers use for
representing the adverse outcomes that a natural catastrophic event can have over the …

One dimensional equivalent linear ground response analysis—a case study of collapsed Margalla Tower in Islamabad during 2005 Muzaffarabad Earthquake

K Mahmood, K Farooq, SA Memon - Journal of Applied Geophysics, 2016 - Elsevier
One dimensional equivalent linear ground response analysis was conducted in the Margalla
Tower building in Islamabad, which collapsed during 2005 Muzaffarabad Earthquake. The …

Seismic response analysis in the southern part of the historic centre of the City of L'Aquila (Italy)

A Ferraro, S Grasso, M Maugeri, F Totani - Soil Dynamics and Earthquake …, 2016 - Elsevier
This paper deals in the 2011 extensive site investigation by means of boreholes up to a
depth of 80 m, Down-Hole (DH) tests, Seismic Dilatometer Marchetti Tests (SDMT) …

[PDF][PDF] SDMT soil testing for the local site response analysis

F Castelli, A Cavallaro, S Grasso - Proceedings of the 1st IMEKO TC4 …, 2016 - imeko.org
To evaluate the basic data for a seismic response analysis it is possible to use many direct
methods to obtain the shear wave velocity profile of the soil: Down Hole, Cross Hole, SASW …

Influence of geotechnical parameters and numerical modelling on local seismic response analysis

A Ferraro, S Grasso, MR Massimino, M Maugeri - 2015 - icevirtuallibrary.com
ABSTRACT Following the new Italian Technical Standards for Constructions, in-situ tests for
determining shear wave velocity profiles are performed by designers, with the aim of …