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> Figure 2. Stability number cubed versus relative berm depth for toe berm designed for depth-limited breaking waves whose crests approach at or near parallel to the structure
Figure 1. Typical multilayered rubble-mound structure designed for depth-limited breaking waves with little or no overtopping
Figure 3. Stability number cubed versusdepth ratio for rubble toes and foundations for verticl structures and armor stone berms fronting rubble-mound structures
cetn-iii-37
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