Аннотация
The review article analyzes the results of research and application of various types of pile structures as part of hydraulic structures, including hammered, bored, tongue-and-groove piles. The results of the analysis of the study of foreign and domestic experts have shown the effectiveness of the use of piles in hydraulic engineering. The applications of piles as anti-filtration curtains of dams, for blocking riverbeds, the base of trough channels, aqueducts, mooring, embankments, fencing, shore-strengthening and other hydraulic structures are described. The features of the work of various types of driven piles (prismatic, wedge-shaped, conical, tongue-and-groove) and pile foundations of various hydraulic structures (trough channels, aqueducts, mooring, embankments, fencing, shore-strengthening, etc.) are considered. structures). The use of bored piles in the construction of the base of various hydraulic structures is described. The overall dimensions of the well piles for the installation of drilling piles are given. The distinctive features of various hydraulic structures on pile foundations under the influence of static, dynamic and special loads are revealed. Methods for calculating the parameters of immersion, deformability, stability and bearing capacity of piles and pile foundations are considered, which allow taking into account the patterns of their joint work with hydraulic structures. The analysis of the study shows a number of positive examples of the use of piles as part of hydraulic structures: cost-effectiveness, manufacturability, quickness and efficiency, etc.