EXPERIMENTAL EVALUATION OF THE WAVE LOAD APPLIED TO THE TOE BERM OF A RUBBLE MOUND STRUCTURE BUILT ON VERY STEEP SLOPES

It is sometimes difficult to design a rubble mound structure along the shorelines of lakes located in mountainous environments, due typical extreme steepness underwater profile. A stable requires that underlying bed slope at least, say, 2H:3V, and addition there must be some space accommodate small horizontal berm. The berm stability assumes an importance, obviously. This research, funded by Brevetti+ program, studies behavior system allows for placement structures steep profiles, since toe assured tie rods.