Abstract
The stability number for rubble mound breakwaters is a function of several parameters and depends on unit shape, placing method, slope angle, relative density, etc. In this study two different densities for cubes in breakwater armour layers were tested to determine the influence of the density on the stability.
Original language | English |
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Number of pages | 1 |
Journal | Proceedings of the Coastal Engineering Conference |
Volume | 36 |
Issue number | 2020 |
DOIs | |
Publication status | Published - 2020 |
Externally published | Yes |
Event | 2020 Virtual International Conference on Coastal Engineering, vICCE 2020 - Virtual, Online, Australia Duration: 6 Oct 2020 → 9 Oct 2020 |