Derivation of Cyclic Stiffness and Strength Degradation Curves of Sands through Discrete Element Modelling

Cyclic degradation in fully saturated sands is a liquefaction phenomenon characterized by the progressive variation of the soil strength and stiffness that occurs when the soil is subjected to cyclic loading in undrained conditions. An evaluation of the relationships between the degradation of the s...

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Bibliographic Details
Main Authors: Fedor Maksimov, Alessandro Tombari
Format: Article
Language:English
Published: MDPI AG 2022-09-01
Series:Modelling
Subjects:
Online Access:https://www.mdpi.com/2673-3951/3/4/26