Scale Effects in Rubble-Mound Breakwater Stability Models Caused by Variations in the Specific Gravity of the Armor Units and Underlayer Stones

The analytical bases for obtaining dynamic similarity between model and prototype for rubble-mound stability studies were reviewed, and the results of available small-scale tests were analyzed to determine whether variations in the specific gravity of the armor units in the model, compared with the...

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Bibliographische Detailangaben

1. Verfasser:	Hudson,Robert Y
Format:	Report
Sprache:	eng
Schlagworte:	BREAKWATERS Civil Engineering HYDRAULIC MODELS ROCK Rubble mound breakwaters SCALING FACTOR SPECIFIC GRAVITY STABILITY
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