Coastal structures on the reservoirs of Belarus, their condition and operation
The article presents the results of field observations of coastal protection structures of various types used in the reservoirs of Belarus. The estimation of their condition and operational possibilities is given, the reasons and the factors influencing stability of fastenings are given. A method of bank protection developed by the author on the basis of the effect of the formation of a "self-peeling" formed during the destruction of the shore is proposed. folded non-cohesive soils with increased heterogeneity.