FIELD: erection of sand beaches, coastal territories and islands. SUBSTANCE: rows of bottom-accumulating members 2 with reinforcing rods 4 placed coaxially are positioned horizontally and arranged in staggered order in the form of triangular prism 3 on strengthened bottom base and are interjoined by rigid bracings 8. Interrow space on pressure shelving is made from reinforced alluvial bottom to depth exceeding level of wave action of base bottom. EFFECT: reduced cost of erection of coast-protecting alluvial structures. 7 dwg, 1 tbl
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