New Stress Reduction Factor for Evaluating Soil Liquefaction in the Coastal Area of Catania (Italy)

In this paper, a study concerning the soil liquefaction potential in the city of Catania is presented. The stress-based liquefaction analysis framework for cohesionless soil includes a function that describes fundamental aspects of dynamic site response, i.e. the shear stress reduction coefficient,...

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Bibliographic Details
Main Authors: Salvatore Grasso, Maria Rossella Massimino, Maria Stella Vanessa Sammito
Format: Article
Language:English
Published: MDPI AG 2021-12-01
Series:Geosciences
Subjects:
Online Access:https://www.mdpi.com/2076-3263/11/1/12