DEM study of principal stress rotation in granular material
It has been well recognised that principal stress rotation (PSR) can lead to non-coaxiality and can accelerate the liquefaction of granular materials such as soil, which poses a challenge for the safe design of geotechnical applications. Most of previous studies regarding PSR have focused on shearin...
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| Format: | Thesis (University of Nottingham only) |
| Language: | English |
| Published: |
2020
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| Online Access: | https://eprints.nottingham.ac.uk/61510/ |