Keywords:  reservoir, coast protection structure, modeling, stability criterion

// Мелиорация. – 2018. – №4(86).– P.24—30/p>

The conditions of the impact of wind waves on the ground uphill slopes of the retaining structures and natural shores, having fastening in the form of reinforced concrete slabs with deformation, are considered. The results of the analysis of field surveys of the condition of reinforced concrete fastenings of slopes and shores of artificial water bodies of reservoirs, as well as laboratory studies of the stability of fasteners under the influence of wind waves are presented. A criterion for assessing the stability of ground slopes and coastal slopes with reinforced concrete fastening with a broken structure is proposed, and the conditions for its applicability are determined