Abstract
The article discusses the issue of complying with the requirements of Article 16 of Federal Law No. 384-FL «Technical Regulations on the safety of buildings and structures» on the use of a physically and geometrically nonlinear model adequate to the soil when developing the bases and foundations of bridge supports and other transport structures, which will significantly increase the reliability and cost-effectiveness of design solutions. At the same time, it is necessary to adjust the methodological and instrument support of transport universities for the effective training of bachelor’s and master’s degree students in the methodology of practical application of the geotechnical requirements of Law No. 384-FL.
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