INNOVATIVE SAFE PROTECTION TECHNOLOGY AND ITS EFFICIENCY IN WATER CONSTRUCTION

The article presents the results of the field studies of the coast-protection structures with the sloping face used in the water-storage reservoirs in Belarus. The most common protection of the coast and slopes, monolithic reinforced concrete or precast slabs, are considered. It was experimentally revealed, that as a result of opening the seams of the plates, the sand-gravel preparation is destroyed and washed out, the sinuses and niches in the body of the supporting structure, which leads to a significant processing of the soil slope, are formed. Field studies, as well as laboratory experiments, made it possible to establish the possibility of reinforcing the slope of the self-bridge of gravel particles by artificial means by dumping a soil with increased heterogeneity that has large fractional inclusions.