Abstract
The paper deals with the 3-dimensional stability of the type of rubble mound breakwaters where reshaping of the mound due to wave action is foreseen in the design. Such breakwaters are commonly named sacrificial types and berm types. The latter is due to the relatively large volume of armour stones placed in a seaward berm. However, as also conventional armoured breakwaters sometimes do contain berm it is assumed that a better and more ambiguous designation would be "reshaping" mound breakwaters.
| Originalsprog | Engelsk |
|---|---|
| Titel | Proceedings of the 21st International Conference on Coastal Engineering : ICCE '88 : Costa del Sol, Malaga, Spain, June 20-25 1988 |
| Redaktører | Billy L. Edge |
| Antal sider | 15 |
| Publikationsdato | 1989 |
| Sider | 2284-2298 |
| Kapitel | 169 |
| ISBN (Trykt) | 978-0-87262-687, 0-87262-687-3 |
| Status | Udgivet - 1989 |
| Begivenhed | The 21st International Conference on Coastal Engineering - Coata del Sol-Malaga, Spanien Varighed: 20 jun. 1988 → 25 jun. 1988 |
Konference
| Konference | The 21st International Conference on Coastal Engineering |
|---|---|
| Land/Område | Spanien |
| By | Coata del Sol-Malaga |
| Periode | 20/06/1988 → 25/06/1988 |
Bibliografisk note
PDF for print: 16 pp.Emneord
- Armor Units
- Berms
- Breakwaters
- Design
- Stability
- 3-Dimensional Analysis
- Wave Action