Displacement of Monolithic Rubble-Mound Breakwater Crown-Walls

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This paper evaluates the validity of a simple one-dimensional dynamic analysis as well as a Finite-Element model to determine the sliding of a rubble-mound breakwater crown-wall. The evaluation is based on a case example with real wave load time-series and displacements measured from two-dimensional physical model tests. The outcome is a more reliable evaluation of the applicability of simple dynamic calculations for the estimation of displacement of rubble-mound superstructures. The case example clearly demonstrates that a simplified one-dimensional sliding model provides a safe estimate of the accumulated sliding distance of crown-wall superstructures, which is in contrast to findings from previous similar studies on caisson breakwaters. The calculated sliding distance is approximately three times larger than the measured one when using the original one-dimensional model suggested in previous studies on caisson breakwaters, but correction terms are suggested in the present paper to obtain almost equal measured and estimated displacements. This is of great practical importance since many existing rubble-mound crown-walls are subjected to increasing wave loads due to rising sea water level from climate changes. Reliable and safe estimates are needed to determine whether displacements of crown wall superstructures during extreme situations would be acceptable or whether they lead to total failure of the structures.
TitelCoastal Engineering 2012 : Proceedings of 33rd International Conference on Coastal Engineering
RedaktørerPatrick Lynett, Jane McKee Smith
Antal sider15
ForlagAmerican Society of Civil Engineers
StatusUdgivet - 2012
BegivenhedInternational Conference on Coastal Engineering - Santander, Spanien
Varighed: 29 jun. 201230 jun. 2012
Konferencens nummer: 33


KonferenceInternational Conference on Coastal Engineering
NavnProceedings of the International Conference on Coastal Engineering


  • Rubble-Mound Breakwater
  • Crown-Wall
  • Sliding
  • Physical Modeling
  • Finite-Element Model