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- W607470578 abstract "Wave impact loading on a caisson breakwater is usually much higher and shorter than other types of wave loading. The corresponding response of the foundation may be characterized by the role of the inertia of the caisson and the non-stationary pore water flow in the rubble mound. Large scale tests and tests on existing breakwaters have been reanalyzed to verify the reliability of several calculation methods. Analytical methods appear to be applicable to finding the order of magnitude of the different non-stationary effects. A numerical method in which the inertia and two phases are modelled, can be used to predict the foundation behavior with an acceptable accuracy." @default.
- W607470578 created "2016-06-24" @default.
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- W607470578 date "1999-01-01" @default.
- W607470578 modified "2023-09-27" @default.
- W607470578 title "STABILITY OF CAISSON BREAKWATERS UNDER WAVE IMPACT LOADING" @default.
- W607470578 hasPublicationYear "1999" @default.
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