On the Stability of Rubble Mound Structures under Oblique Wave Attack
Slope stability formulae for rubble mound structures are usually developed for head-on conditions. Often, the effects of oblique waves are neglected, mainly because it is assumed that for oblique wave attack, the reduction in damage compared to perpendicular wave attack is insignificant. When the in...
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| Autors principals: | , , |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
MDPI AG
2023-06-01
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| Col·lecció: | Journal of Marine Science and Engineering |
| Matèries: | |
| Accés en línia: | https://www.mdpi.com/2077-1312/11/7/1261 |
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