Abstract
The paper deals with the analysis of the overall stability of caisson breakwaters exposed to impulsive wave loadings, in particular regarding sliding failure and failure in the subsoil. A comparison is made between prediction of sliding distances by a simple onedimensional (1-D) dynamic analysis and a dynamic two-dimensional finite-element analysis based on the ABAQUS code. Only the last method includes the deformation characteristics of the rubble foundation and sand subsoil. It is shown that the simple 1-D analysis somewhat underestimates the horizontal sliding distance of the caisson. Stability calculations based on equivalent static loads are discussed as well and it is concluded that foundation slip failure cannot be realistically analysed by such a method in the case of impulsive loadings.
Original language | English |
---|---|
Title of host publication | Coastal Engineering 2008 : Proceedings of the 31st International Conference : Hamburg, Germany, 31 August - 5 September 2008 |
Editors | Jane Mckee Smith |
Number of pages | 14 |
Publisher | World Scientific |
Publication date | 2009 |
Pages | 3606-3618 |
ISBN (Print) | 9789814277402 (vol.4), 9789814277365 (Set) |
DOIs | |
Publication status | Published - 2009 |
Event | The International Conference on Coastal Engineering - Hamburg, Germany Duration: 31 Aug 2008 → 5 Sept 2008 Conference number: 31 |
Conference
Conference | The International Conference on Coastal Engineering |
---|---|
Number | 31 |
Country/Territory | Germany |
City | Hamburg |
Period | 31/08/2008 → 05/09/2008 |
Bibliographical note
The proceedings is also published as a eProceedings. See the DOI.Keywords
- Caisson Breakwaters
- Caisson Stability
- Sliding Distance
- Slip Failure
- Impulsive Wave Loads
- Breaking Waves