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...
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 |
Similar Items
-
Damping Ratio of Sand Containing Fine Particles in Cyclic Triaxial Liquefaction Tests
by: Jiajing Zhao, et al.
Published: (2023-04-01) -
Macro–Meso Mechanical Behavior of Loose Sand under Multi-Directional Cyclic Simple Shear Tests
by: Xing Dong, et al.
Published: (2023-08-01) -
Effect of silt content on cyclic and post-cyclic behavior of saturated loose sand
by: Saeideh Mohammadi, et al.
Published: (2022-08-01) -
Cyclic Behavior of Calcareous Sand from the South China Sea
by: Lu Liu, et al.
Published: (2021-09-01) -
A parametric study on cyclic strength of coastal sand of Digha in West Bengal, India
by: Pinak Ray, et al.
Published: (2021-02-01)