Hydro-geotechnical stability of rubble mound breakwaters under wave action

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.

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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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