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A platform for research: civil engineering, architecture and urbanism
Design of quarry-stone cover layers for rubble-mound breakwaters
Laboratory studies of effects of mechanically generated waves on small scale breakwater sections to obtain data and design criteria for rubble-mound breakwaters; formula, derived for weight of quarry stone armor units required to insure stability, contains one experimental coefficient varying primarily with shape of stone and amount of damage done to cover layer by given wave height.
Design of quarry-stone cover layers for rubble-mound breakwaters
Laboratory studies of effects of mechanically generated waves on small scale breakwater sections to obtain data and design criteria for rubble-mound breakwaters; formula, derived for weight of quarry stone armor units required to insure stability, contains one experimental coefficient varying primarily with shape of stone and amount of damage done to cover layer by given wave height.
Design of quarry-stone cover layers for rubble-mound breakwaters
U S Waterways Experiment Station -- Research Report
1958
45 pages
Report
English
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