Investigation of the period of natural oscillations of the embankment on approaches to bridges
Mashkhurbek MekhmonovTashkent State Transport University, Tashkent, UzbekistanShukhratjon MakhamadjonovTashkent State Transport University, Tashkent, Uzbekistan
ABI
Abstract
The article analyzes the designs of existing transition sections on the approaches to bridges and shows a decrease in the natural oscillation period of the subgrade as a result of strengthening the transition sections with the developed design solutions.