Monotonic, cyclic and post-cyclic shear behaviour of granular material under multi-directional simple shear
In most geotechnical applications, soil is subjected to complicated loading conditions. For example, during an earthquake, the soil can be liquefied by randomly oriented ground movements with different loading magnitudes. Currently, this complex in-situ loading conditions can only be duplicated in t...
| Main Author: | |
|---|---|
| Format: | Thesis (University of Nottingham only) |
| Language: | English |
| Published: |
2020
|
| Subjects: | |
| Online Access: | https://eprints.nottingham.ac.uk/63547/ |