Validity of Simplified Analysis of Stability of Caison Breakwaters on Rubble Foundation Exposed to Impulsive Loads

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Abstract

Excessive sliding and foundation failures are common failure modes for caisson breakwaters on rubble foundations. An accurate evaluation of these failure modes demands a dynamic analysis in the time domain, and due to the complexity of the material response, numerical solution methods must be applied. The waveload time series as well as elastic-plastic modelling of the seabed soil, the rubble foundation and the caisson are needed as input for such an exercise.
OriginalsprogEngelsk
Publikationsdato2010
Antal sider1
StatusUdgivet - 2010
Begivenhed32nd International Conference on Coastal Engineering ICCE 2010 - Shanghai, Kina
Varighed: 30 jun. 20105 jul. 2010

Konference

Konference32nd International Conference on Coastal Engineering ICCE 2010
Land/OmrådeKina
ByShanghai
Periode30/06/201005/07/2010

Bibliografisk note

Paper No. 239

Emneord

  • Caisson Breakwaters
  • Rubble Foundations
  • FLAC
  • Soil-Water Model

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