Full Scale Trials of Dolosse to Destruction

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Abstract

It is well know that the relative dynamic strength of unreinforced slender concrete units decreases as the size increases. Big units can resist relatively smaller movements that small units. When model tests of cover layer stability are performed the determination of the damage criterion that should be adopted must therefore be based on knowledge of the dynamic strength of the corresponding prototype units.
Original languageEnglish
Place of PublicationAalborg
PublisherLaboratoriet for Hydraulik og Havnebygning
Number of pages20
Publication statusPublished - 1980
SeriesBulletin
Number17

Bibliographical note

Presented at the 17th International Conference on Coastal Engineering, 1980

PDF for print: 22 pp.

Keywords

  • Dolos
  • Destruction of Dolosse
  • Concrete
  • Full Scale Tests
  • Reinforced Concrete
  • Surface Cracks

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