Abstract
The behaviour of sand during cyclic loading can be characterized as "stabilization", "instant stabilization". "pore pressure buildup" and "liquefaction". The terminologies can be defined exactly by a simple mathematical formulation based on the existence of a cyclic stable state. By introducing a mobilization index M it is possible to describe the strongly hysteretic behaviour during loading and unloading, even if the stress path is complicated.
| Original language | English |
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| Title of host publication | Proceedings of "Dynamics of Structures" : a workshop on dynamic loads and response of structures and soil dynamics, September 14-15, 1994, Aalborg University, Denmark |
| Number of pages | 4 |
| Place of Publication | Aalborg |
| Publisher | Dept. of Building Technology and Structural Engineering, Aalborg University |
| Publication date | 1994 |
| Publication status | Published - 1994 |
| Event | Dynamics of Structures : a workshop on dynamic loads and response of structures and soil dynamics - Aalborg, Denmark Duration: 14 Sept 1994 → 15 Sept 1994 |
Workshop
| Workshop | Dynamics of Structures : a workshop on dynamic loads and response of structures and soil dynamics |
|---|---|
| Country/Territory | Denmark |
| City | Aalborg |
| Period | 14/09/1994 → 15/09/1994 |
Keywords
- Sand
- Cyclic Loadings
- Loadings
- Unloadings