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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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Principais autores: Meysam Bali, Amir Etemad-Shahidi, Marcel R. A. van Gent
פורמט: Artigo
שפה:Inglês
יצא לאור: MDPI AG 2023-06-01
סדרה:Journal of Marine Science and Engineering
נושאים:
oblique wave
rubble mound breakwater
slope stability
reduction factor
גישה מקוונת:https://www.mdpi.com/2077-1312/11/7/1261
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