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Seabed and Foundation Response to Wave Loading

Davies, Michael H.

The interactions between wave loading and soil response in both open waters and around the foundations of coastal structures are observed experimentally. Experimental results for wave action over sand beds are compared to analytical predictions based on both Sleath’s porous bed model and on Biot’s consolidation theory. Experiments on wave action in the vicinity of a rigid caisson, in conjunction with Mei’s boundary layer theory, allow for the development of guidelines for interpreting the relative importance of drainage on the effective stress response of foundations to wave action.

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Seabed and Foundation Response to Wave Loading

Davies, Michael H.

The interactions between wave loading and soil response in both open waters and around the foundations of coastal structures are observed experimentally. Experimental results for wave action over sand beds are compared to analytical predictions based on both Sleath’s porous bed model and on Biot’s consolidation theory. Experiments on wave action in the vicinity of a rigid caisson, in conjunction with Mei’s boundary layer theory, allow for the development of guidelines for interpreting the relative importance of drainage on the effective stress response of foundations to wave action.

Seabed and Foundation Response to Wave Loading

Davies, Michael H.

The interactions between wave loading and soil response in both open waters and around the foundations of coastal structures are observed experimentally. Experimental results for wave action over sand beds are compared to analytical predictions based on both Sleath’s porous bed model and on Biot’s consolidation theory. Experiments on wave action in the vicinity of a rigid caisson, in conjunction with Mei’s boundary layer theory, allow for the development of guidelines for interpreting the relative importance of drainage on the effective stress response of foundations to wave action.

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Titel:

Seabed and Foundation Response to Wave Loading

Beteiligte:

Davies, Michael H. (Autor:in)

Kongress:

25th International Conference on Coastal Engineering ; 1996 ; Orlando, Florida, United States

Erschienen in:

Coastal Engineering 1996 ; 3507-3520

Erscheinungsdatum:

05.08.1997

ISBN:

978-0-7844-7951-3 , 9780784402429

DOI:

https://doi.org/10.1061/9780784402429.271

Medientyp:

Aufsatz (Konferenz)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Coastal engineering , Case studies , Performance characteristics , Soil-structure interactions , Sea floor , Drainage , Sediment transport , Wave action , Loads , Foundations , Coastal structures , Long waves , Wave forces

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