Abstract
The conditions of the impact of wind waves on the soil upland slopes of retaining structures and natural banks, which are fastened in the form of reinforced concrete slabs of the covering with deformations, are considered. The results of the analysis of field examinations of the state of reinforced concrete fastenings of slopes and banks of artificial water bodies under the influence of wind waves are presented. A criterion is proposed for assessing the stability of soil slopes and coastal slopes with reinforced concrete fasteners with a broken structure, and the conditions for its applicability are determined.
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