On front slope stability of berm breakwaters-Reference-Cited by-同舟云学术

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On front slope stability of berm breakwaters

Published:2013-07 Issue: Volume:77 Page:71-76
ISSN:0378-3839
Container-title:Coastal Engineering
language:en
Short-container-title:Coastal Engineering

Author:

Burcharth Hans F.

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference27 articles.

1. Berm breakwater trunk exposed to oblique waves;Alikhani,1996

2. Aspects of breakwater design;Burcharth,2008

3. On the stability of roundheads and trunk erosion in oblique waves;Burcharth,1987

4. Trends in stability of dynamically stable breakwaters;Kao,1990

5. Lykke Andersen, T.,2006. Hydraulic response of rubble mound breakwaters, Scale effects — berm breakwaters, PhD thesis, Hydraulics & Coastal Engineering, Department of Civil Engineering, Aalborg University, Denmark.

Cited by 12 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Effects of Berms on Rubble Mound Breakwater Stability under Seismic Loading;International Journal of Engineering;2024

2. Editorial;Proceedings of the Institution of Civil Engineers - Maritime Engineering;2023-01

3. The effect of sequential storms on the performance of homogeneous berm breakwaters;Coastal Engineering;2022-08

4. Do Rock Design Formulas Based on Wave Flume Experiments Reliably Model Their Performance at Sea?;Journal of Marine Science and Engineering;2022-04-01

5. The stability of berm breakwaters, state of art and sensitivity analysis;Coastal Engineering;2022-03

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