Cantelmo, C. and Dunn, S. and Cuomo, G. and Allsop, W. (2011) Hydro-geotechnical stability of rubble mound breakwaters under wave action. In: Proceedings of the 6th International Conference on Coastal Structure. World Scientific Publishing Company Pte Ltd.
Full text not available from this repository.Abstract
Hydro-geotechnical stability of rubble mounds is investigated by means of experimental tests, CFD and FE geotechnical models. Laboratory tests were conducted to investigate flow motion and time-varying pore pressure distribution within a rubble mound breakwater. Data have been used to test the performances of the commercial CFD tool CFX. Experimental and numerical data on flows / pressures can be coupled with FE geotechnical models to assess liquefaction likelihood and mechanisms of failure of foundation soil of rubble mounds under cyclic wave motion.
| Item Type: | Book Section |
|---|---|
| Subjects: | Coasts > Coastal structures Maritime > General Coasts > General |
| Divisions: | Coastal |
| Depositing User: | Unnamed user with email i.services@hrwallingford.com |
| Date Deposited: | 02 Apr 2020 09:49 |
| Last Modified: | 01 Jun 2020 14:31 |
| URI: | http://eprints.hrwallingford.com/id/eprint/845 |
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