Abstract
Laboratory tests have been conducted to determine the stability characteristics of pell-mell placed rubble of sensibly uniform shape and size used as a foundation or as toe protection for the vertical superstructure of a composite breakwater. Data are presented for the design of such breakwater foundations.
Cite
CITATION STYLE
APA
Brebner, A., & Donnelly, P. (1962). LABORATORY STUDY OF RUBBLE FOUNDATIONS FOR VERTICAL BREAKWATERS. Coastal Engineering Proceedings, (8), 24. https://doi.org/10.9753/icce.v8.24
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