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Coastal Engineering Journal Volume 62, 2020 - Issue 4
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Original Research Paper

Wave-induced uplift pressure on berm revetment with Seabee slope

Zijun Zhoua State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, China;b College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing, ChinaView further author information
,
Yongping Chena State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, China;b College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing, ChinaView further author information
,
Yi Pana State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, China;b College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing, ChinaCorrespondence[email protected]
View further author information
,
Yusheng Shenc River and Harbor Engineering Department, Nanjing Hydraulic Research Institute, Nanjing, ChinaView further author information
&
Min Gana State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, China;b College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing, ChinaView further author information
Pages 527-539 | Received 29 Oct 2019, Accepted 25 Aug 2020, Published online: 20 Sep 2020

References

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  • Burcharth, H. F. 2013. “On Front Slope Stability of Berm Breakwaters.” Coastal Engineering 77: 71–76. doi:10.1016/j.coastaleng.2013.02.005.
  • Breteler, M. K., and A. Bezuijen. 1998. “Design Criteria for Placed Block Revetments.” In Dikes And. Revetments: Design, Maintenance and Safety Assessment, edited by K. W. Pilarczyk, 217–248. Rotterdam, the Netherlands: AA Balkema.
  • Dai, Y. B., and A. M. Kamel. 1969. Scale Effect Tests for Rubble-mound Breakwaters, U. S. Army Washington, D. C. Research Report H-69-2, Vicksburg, MS: U. S. Army Engineer Waterways Experiment Station, Corps of Engineers.
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  • Pan, S. H. 1995. “Stability of Placed Stone Revetment under Wave Action.” Journal of Hohai University 23: 1–6. in Chinese.
  • Pilarczyk, K. W., 1998. “Design Philosophy and Methodology.” In Dikes And. Revetments: Design, Maintenance and Safety Assessment, edited by K. W. Pilarczyk, 11–36. Rotterdam, the Netherlands: AA Balkema.
  • Sun, J. S., and J. Zhang. 1985. “Prospect of Seabee Blocks.” Costal Engineering 2: 109-118. in Chinese.
  • Tørum, A., M. N. Moghim, K. Westeng, N. Hidayati, and Ø. Arntsen. 2012. “On Berm Breakwaters: Recession, Crown Wall Wave Forces, Reliability.” Coastal Engineering 60: 299–318. doi:10.1016/j.coastaleng.2011.11.003.
  • Van der Meer, J. W. 1998. “Wave Run-up and Overtopping.” In Dikes and Revetments: Design, Maintenance and Safety Assessment, edited by K. W. Pilarczyk, 145–159. Rotterdam, the Netherlands: AA Balkema.
  • Van Gent, M. R. A. 1995. “Wave Interaction with Berm Breakwaters.” Journal of Waterway, Port, Coastal, and Ocean Engineering 121 (5): 229–238. (ASCE, New York). doi:10.1061/(ASCE)0733-950X(1995)121:5(229).
  • Van Gent, M. R. A. 2013. “Rock Stability of Rubble Mound Breakwaters with a Berm.” Coastal Engineering 78: 35–54. doi:10.1016/j.coastaleng.2013.03.003.
  • Xue, H. C. 1982. “The Stability of Slope Embankment Retaining Blocks under Wave Action.” Journal of East China Water Conservancy College 3: 1-10. in Chinese.
  • Zhang, Q. F., and G. P. Chen. 2011. “Uplift Forces of Armoring Concrete Slab with Different Porosity.” Port & Waterway Engineering 11: 2–57. in Chinese.

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