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,...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
MDPI AG
2021-12-01
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Series: | Geosciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3263/11/1/12 |