Stability Of Rubble Mound Breakwaters Using High Density Rock

H. F. Burcharth, J. B. Beck

Research output: Contribution to book/anthology/report/conference proceedingArticle in proceedingResearchpeer-review

1 Citation (Scopus)

Abstract

The present paper discusses the effect of mass density on stability of rubble mound breakwaters. A short literature review of existing knowledge is give to establish a background for the ongoing research. Furthermore, several model tests are described in which the stability of rubble mound breakwaters with armour stones of different densities are investigated. The results from the model test are discussed with respect to application and further research.
Original languageEnglish
Title of host publicationCoastal Engineering 2000 : Proceedings of the 27th International Conference on Coastal Engineering (ICCE 2000), Sydney, Australia
PublisherAmerican Society of Civil Engineers
Publication date2000
Pages1935-1945
ISBN (Print)978-0-7844-0549-9
DOIs
Publication statusPublished - 2000
EventThe 27th International Conference on Coastal Engineering : ICCE 2000 - Sydney, Australia
Duration: 16 Jul 200021 Jul 2000

Conference

ConferenceThe 27th International Conference on Coastal Engineering : ICCE 2000
Country/TerritoryAustralia
CitySydney
Period16/07/200021/07/2000

Keywords

  • Armor Units
  • Breakwaters
  • Density
  • Model Tests
  • Stability

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