Pressure exerted by a solitary wave on the rubble mound foundation of an armoured caisson breakwater

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

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

6 Citations (Scopus)

Abstract

Although a lot of attention has been paid to develop formulas and methodologies to assess the effect of wind waves on caisson breakwaters, there is still limited understanding of the loadings due to tsunami waves. More specifically, no methodology exists to determine the effect that a partially destroyed armour layer would have on the overall stability of an armoured caisson breakwater. Although Esteban et al. (2008) developed a method to estimate the deformation of a caisson breakwater subjected to solitary wave attack, this method is known the be greatly influenced by the presence of an armour layer in front on the caisson. Thus, laboratory experiments with solitary waves were carried out to clarify the failure mechanism of an armoured caisson breakwater against a comprehensive range a tsunami type events (bore-type, breaking and non-breaking). The results of the experiments show how the load which is exerted by the caisson onto the foundation depends on the depth of water in front of it, the shape of the armour layer and whether the wave strikes the caisson or the armour layer first. Of particular interest, it was found how the presence of armour (in particular a failed or partially constructed armour layer) can sometimes be detrimental to the stability of the caisson itself.

Original languageEnglish
Title of host publicationProceedings of the International Offshore and Polar Engineering Conference
Pages1137-1144
Number of pages8
Publication statusPublished - 2009
Externally publishedYes
Event19th (2009) International OFFSHORE AND POLAR ENGINEERING CONFERENCE - Osaka
Duration: 2009 Jun 212009 Jun 26

Other

Other19th (2009) International OFFSHORE AND POLAR ENGINEERING CONFERENCE
CityOsaka
Period09/6/2109/6/26

Fingerprint

Caissons
Breakwaters
Solitons
Armor
Tsunamis
Experiments

Keywords

  • Armoured caisson, tetrapod, sliding
  • Deformation
  • Reliability
  • Risk assessment
  • Rubble mound
  • Tilting
  • Tsunami

ASJC Scopus subject areas

  • Energy Engineering and Power Technology
  • Mechanical Engineering
  • Ocean Engineering

Cite this

Esteban, M., Thao, N. D., Takagi, H., & Shibayama, T. (2009). Pressure exerted by a solitary wave on the rubble mound foundation of an armoured caisson breakwater. In Proceedings of the International Offshore and Polar Engineering Conference (pp. 1137-1144)

Pressure exerted by a solitary wave on the rubble mound foundation of an armoured caisson breakwater. / Esteban, Miguel; Thao, Nguyen Danh; Takagi, Hiroshi; Shibayama, Tomoya.

Proceedings of the International Offshore and Polar Engineering Conference. 2009. p. 1137-1144.

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

Esteban, M, Thao, ND, Takagi, H & Shibayama, T 2009, Pressure exerted by a solitary wave on the rubble mound foundation of an armoured caisson breakwater. in Proceedings of the International Offshore and Polar Engineering Conference. pp. 1137-1144, 19th (2009) International OFFSHORE AND POLAR ENGINEERING CONFERENCE, Osaka, 09/6/21.
Esteban M, Thao ND, Takagi H, Shibayama T. Pressure exerted by a solitary wave on the rubble mound foundation of an armoured caisson breakwater. In Proceedings of the International Offshore and Polar Engineering Conference. 2009. p. 1137-1144
Esteban, Miguel ; Thao, Nguyen Danh ; Takagi, Hiroshi ; Shibayama, Tomoya. / Pressure exerted by a solitary wave on the rubble mound foundation of an armoured caisson breakwater. Proceedings of the International Offshore and Polar Engineering Conference. 2009. pp. 1137-1144
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