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- W103179423 abstract "Provision of new facilities in the Bilbao Harbor has required the construction of new breakwaters that can be subjected to particularly strong sea conditions. This paper describes the site investigation carried out in connection with the design of the breakwaters. A critical geological feature was the presence of a thin but continuous layer of soft clayey silt that had a great influence on the level of safety of the breakwater. The issue of breakwater stability under wave loading is examined in detail. A new stability criterion based on the computed permanent displacements of the structure is proposed and applied. The possibility of foundation liquefaction due to wave loading is also evaluated. Construction of two berms of limited size on either side of the breakwater is sufficient to ensure an adequate degree of stability of the breakwater under both static and dynamic conditions." @default.
- W103179423 created "2016-06-24" @default.
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- W103179423 date "1999-01-01" @default.
- W103179423 modified "2023-09-23" @default.
- W103179423 title "GEOTECHNICAL DESIGN AND CONSTRUCTION OF BREAKWATERS, BILBAO HARBOUR" @default.
- W103179423 hasPublicationYear "1999" @default.
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