Response of granular material under combined principal stress value and orientation change in 3D space
Laboratory tests on soil adopts simplified stress paths compared to real world counterparts due to mechanical limitations. This study investigates the deformation of granular material under combined principal stress value and orientation change in full 3D space using the discrete element method. Su...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Centre Mersenne
2022-08-01
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| Series: | Open Geomechanics |
| Online Access: | https://opengeomechanics.centre-mersenne.org/ojs/article/view/27 |