Abstract
Vertical wall breakwaters are usually designed as concrete caissons placed on the top of a rubble mound foundation or a rubble bedding layer. The purpose of the breakwater is usually to protect the area behind the breakwater from being flooded by large waves. The area protected can for example be a harbour of small or large importance, an important industrial area or a heavily populated coast line. This implies that vertical wall breakwaters are used under quite different conditions and therefore the consequences of a complete or partial failure also are very different. This implies that the accepted probability of failure also varies considerably which also can be observed from the actual observed failure rates.
Originalsprog | Engelsk |
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Tidsskrift | Computers and Geotechnics |
Vol/bind | 26 |
Sider (fra-til) | 225-245 |
Antal sider | 21 |
ISSN | 0266-352X |
DOI | |
Status | Udgivet - 2000 |
Emneord
- Vertical Wall Breakwaters
- Breakwaters
- Concrete Caissons
- Rubble Mound Foundation
- Rubble Bedding Layer
- Failure Rates