Abstract
The objective of the research presented is to furnish design information for stone and dolos armor on non-overtopping breakwater trunks that are subjected to severe depth-limited breaking waves. Since it would be a mammoth task to comprehensively investigate all the different types of existing armor, this particular research effort concentrated on stone, which is a natural and economical protection when it is of sufficient size and quality to meet design constraints, and on the dolos, which according to nonbreaking wave data is the best hydraulically stable concrete armor unit.
Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.