Wave Force on the Crown Wall of Rubble Mound Breakwaters at Intermediate Depths
Author:
Publisher
Springer Science and Business Media LLC
Subject
Ocean Engineering,Oceanography
Link
https://link.springer.com/content/pdf/10.1007/s11802-023-5022-x.pdf
Reference43 articles.
1. Altomare, C., Crespo, A. J. C., and Rogers, B. D., 2014. Numerical modelling of armour block sea breakwater with smoothed particle hydrodynamics. Computers and Structures, 130: 34–45.
2. Aniel-Quiroga, I., Vidal, C., Lara, J. L., González, M., and Sainz, A., 2018. Stability of rubble-mound breakwater under tsunami first impact and overflow based on laboratory. Coastal Engineering, 135: 29–54.
3. Aniel-Quiroga, I., Vidal, C., Lara, J. L., González, M., and Sainz, A., 2019. Pressures on a rubble-mound breakwater crown-wall for tsunami impact. Coastal Engineering, 152: 103522.
4. Bardbury, A. P., Allsop, N. W. H., and Stephens, R. V., 1988. Hydraulic Performance of Breakwater Crown Walls. Report No. SR 146. HR Wallingford.
5. Bekker, J., Hofland, B., and Smith, G., 2018. Experiments of the effect of freeboard on the stability of a breakwater crown wall. Proceedings of the 36th International Conference on Coastal Engineering. Baltimore, MD, USA, 92–105.
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1. Interaction between medium-long period waves and smoothed mound breakwater with crown wall based on experiments and multi-phase simulations;Ocean Engineering;2023-07
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