The article presents the data of the analysis of the methods of modeling the stress-strain state of hydraulic structures using computational systems. The quantitative evaluation was carried out using the RSCI database both in terms of the number of publications and their citation, qualitative analysis of abstract information and full-text publications. As a result, trends in the growth of interest of the scientific community on this subject, the most popular method of research, as the relevant conclusions. Directions of perspective researches in the field of the scientific developments connected with modeling of the stress-strain state of constructions of meliorative appointment are designated.
In the article presents the technology of hermetic sealing of constructive seams of precast reinforced concrete anti-filtration facing of meliorative channels is given. As a complex waterproofing filler, it is proposed to use a U-shaped filler made of glass-reinforced polypropylene of a P-FB random copolymer. The application of this technology provides protection against vegetation germination and a significant reduction in water losses for filtration.
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