Development of non wave-overtopping type seawall in deepwater

Masaru Yamashiro, Akinori Yoshida, Isao Irie

Research output: Chapter in Book/Report/Conference proceedingConference contribution

4 Citations (Scopus)

Abstract

The seawall for artificial islands is required to protect the inland facilities from severe wave actions such as wave run-up, wave-overtopping, and high water spray. However, it is almost impossible to completely prevent wave-overtopping in deepwater by a conventional upright seawall. In this study, considering the characteristics of the wave run-up in deepwater, we have tried to develop a non wave-overtopping type seawall with a low crown height.

Original languageEnglish
Title of host publicationProceedings of the 29th International Conference on Coastal Engineering 2004, ICCE 2004
EditorsJane McKee Smith, Jane McKee Smith
PublisherAmerican Society of Civil Engineers (ASCE)
Pages4367-4378
Number of pages12
ISBN (Electronic)9789812562982, 9789812562982
DOIs
Publication statusPublished - Apr 1 2005
Event29th International Conference on Coastal Engineering, ICCE 2004 - Lisbon, Portugal
Duration: Sep 19 2004Sep 24 2004

Publication series

NameProceedings of the Coastal Engineering Conference
Volume2005-January
ISSN (Print)0161-3782

Other

Other29th International Conference on Coastal Engineering, ICCE 2004
CountryPortugal
CityLisbon
Period9/19/049/24/04

Fingerprint

overtopping
Retaining walls
artificial island
wave action
spray
Water
water

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Ocean Engineering
  • Oceanography

Cite this

Yamashiro, M., Yoshida, A., & Irie, I. (2005). Development of non wave-overtopping type seawall in deepwater. In J. M. Smith, & J. M. Smith (Eds.), Proceedings of the 29th International Conference on Coastal Engineering 2004, ICCE 2004 (pp. 4367-4378). (Proceedings of the Coastal Engineering Conference; Vol. 2005-January). American Society of Civil Engineers (ASCE). https://doi.org/10.1142/9789812701916-0352

Development of non wave-overtopping type seawall in deepwater. / Yamashiro, Masaru; Yoshida, Akinori; Irie, Isao.

Proceedings of the 29th International Conference on Coastal Engineering 2004, ICCE 2004. ed. / Jane McKee Smith; Jane McKee Smith. American Society of Civil Engineers (ASCE), 2005. p. 4367-4378 (Proceedings of the Coastal Engineering Conference; Vol. 2005-January).

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Yamashiro, M, Yoshida, A & Irie, I 2005, Development of non wave-overtopping type seawall in deepwater. in JM Smith & JM Smith (eds), Proceedings of the 29th International Conference on Coastal Engineering 2004, ICCE 2004. Proceedings of the Coastal Engineering Conference, vol. 2005-January, American Society of Civil Engineers (ASCE), pp. 4367-4378, 29th International Conference on Coastal Engineering, ICCE 2004, Lisbon, Portugal, 9/19/04. https://doi.org/10.1142/9789812701916-0352
Yamashiro M, Yoshida A, Irie I. Development of non wave-overtopping type seawall in deepwater. In Smith JM, Smith JM, editors, Proceedings of the 29th International Conference on Coastal Engineering 2004, ICCE 2004. American Society of Civil Engineers (ASCE). 2005. p. 4367-4378. (Proceedings of the Coastal Engineering Conference). https://doi.org/10.1142/9789812701916-0352
Yamashiro, Masaru ; Yoshida, Akinori ; Irie, Isao. / Development of non wave-overtopping type seawall in deepwater. Proceedings of the 29th International Conference on Coastal Engineering 2004, ICCE 2004. editor / Jane McKee Smith ; Jane McKee Smith. American Society of Civil Engineers (ASCE), 2005. pp. 4367-4378 (Proceedings of the Coastal Engineering Conference).
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