Partial Hydraulic model tests were conducted to determine the stability response of stone-armored breakwaters for a selected range of first underlayer weights. _x000D_ _x000D_ NOTE: The rest of the abstract for this report contained characters that could not be rendered by the character set of this program. See the digital file of the report for the complete abstract.
Effects of First Underlayer Weight on the Stability of Stone-Armored Rubble-Mound Breakwater Trunks Subjected to Nonbreaking Waves with no Overtopping: Hydraulic Model Investigation
Technical Report ; HL-80-1
1980
5796923
Report
Elektronische Ressource
Englisch
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