S V Dinesh
Articles written in Journal of Earth System Science
Volume 112 Issue 3 September 2003 pp 479-484
In this paper, numerical simulation of 3-dimensional assemblies of 1000 polydisperse sphere particles using Discrete Element Method (DEM) is used to study the liquefaction behaviour of granular materials. Numerical simulations of cyclic triaxial shear tests under undrained conditions are performed at different confining pressures under constant strain amplitude. Results obtained in these numerical simulations indicate that with increase in confining pressure there is an increase in liquefaction resistance.
Volume 130, 2021
Continuous Article Publishing mode
Click here for Editorial Note on CAP Mode