Analysis of rubble mound foundation failure of a caisson breakwater subjected to tsunami attack

Miguel Esteban, Nguyen Danh Thao, Hiroshi Takagi, Tomoya Shibayama

研究成果: Conference contribution

5 被引用数 (Scopus)

抄録

Presently, there is no methodology to evaluate the deformation that the rubble mound of a caisson breakwater would suffer if it was attacked by a tsunami. The present paper proposes a methodology to evaluate this deformation based on the method of Esteban and Shibayama (2006), which originally was developed for wind waves. The method was verified by carrying out laboratory experiments using solitary waves and comparing the results to those obtained using the new methodology.

本文言語English
ホスト出版物のタイトルProceedings of the 18th 2008 International Offshore and Polar Engineering Conference, ISOPE 2008
ページ528-534
ページ数7
出版ステータスPublished - 2008 12 1
外部発表はい
イベント18th 2008 International Offshore and Polar Engineering Conference, ISOPE 2008 - Vancouver, BC, Canada
継続期間: 2008 7 62008 7 11

出版物シリーズ

名前Proceedings of the International Offshore and Polar Engineering Conference
ISSN(印刷版)1098-6189
ISSN(電子版)1555-1792

Conference

Conference18th 2008 International Offshore and Polar Engineering Conference, ISOPE 2008
国/地域Canada
CityVancouver, BC
Period08/7/608/7/11

ASJC Scopus subject areas

  • エネルギー工学および電力技術
  • 海洋工学
  • 機械工学

フィンガープリント

「Analysis of rubble mound foundation failure of a caisson breakwater subjected to tsunami attack」の研究トピックを掘り下げます。これらがまとまってユニークなフィンガープリントを構成します。

引用スタイル