Establishing a Reliability Evaluation of the Toe Berm and Armour Layer Interaction: Reanalysing laboratory data from Bologna University

E. Christiani, H. F. Burcharth, Jørgen S. Sørensen

Publikation: Bidrag til bog/antologi/rapport/konference proceedingKonferenceartikel i proceedingForskningpeer review

Abstract

Failure of various sections of a rubble mound breakwater can be crucial for the stability of the rubble mound breakwater as a whole. This is illustrated in Fig 1, showing a series of failure modes for a rubble mound structure. Ensuring static stability of the armour layer and toe berm and crown, enables stability of the primary sections of a rubble mound breakwater. The combined static stability of the armour layer and toe berm will be investigated.
OriginalsprogEngelsk
TitelProceedings of the Final Workshop, Rubble Mound Breakwater Failure Modes, Sorrento, Italy, November 1995
Antal sider15
Publikationsdato1995
StatusUdgivet - 1995

Bibliografisk note

MAS2-CT92-0042

Emneord

  • Toe Berm
  • Armour Layer Interaction

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