Reliability Analysis of Geotechnical Failure Modes for Vertical Wall Breakwaters

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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.
OriginalsprogEngelsk
TidsskriftComputers and Geotechnics
Vol/bind26
Sider (fra-til)225-245
Antal sider21
ISSN0266-352X
DOI
StatusUdgivet - 2000

Emneord

  • Vertical Wall Breakwaters
  • Breakwaters
  • Concrete Caissons
  • Rubble Mound Foundation
  • Rubble Bedding Layer
  • Failure Rates

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