| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 7061829 | Particuology | 2014 | 13 Pages |
Abstract
- Undrained behavior of saturated granular media was simulated in DEM using the coupled method.
- At high axial strains the behavior predicted by coupled and constant volume methods was different.
- Increasing void ratio increased the positive pore pressure and decreased negative pressure values.
- Micromechanical behavior and anisotropy of undrained particles were studied using the two methods.
Keywords
Related Topics
Physical Sciences and Engineering
Chemical Engineering
Fluid Flow and Transfer Processes
Authors
Younes Khalili, Ahmad Mahboubi,