@inproceedings{e9968dcb20df4f05a435d0f27b505b22,
title = "Analysis of rubble mound foundation failure of a caisson breakwater subjected to tsunami attack",
abstract = "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.",
keywords = "Deformation, Reliability, Risk assessment, Rubble mound, Tilting, Tsunami",
author = "Miguel Esteban and Thao, {Nguyen Danh} and Hiroshi Takagi and Tomoya Shibayama",
year = "2008",
language = "English",
isbn = "9781880653708",
series = "Proceedings of the International Offshore and Polar Engineering Conference",
pages = "528--534",
booktitle = "Proceedings of the 18th 2008 International Offshore and Polar Engineering Conference, ISOPE 2008",
note = "18th 2008 International Offshore and Polar Engineering Conference, ISOPE 2008 ; Conference date: 06-07-2008 Through 11-07-2008",
}