Investigation of the period of natural oscillations of the embankment on approaches to bridges-Reference-Cited by-同舟云学术

Investigation of the period of natural oscillations of the embankment on approaches to bridges

Published:2023 Issue: Volume:401 Page:05032
ISSN:2267-1242
Container-title:E3S Web of Conferences
language:
Short-container-title:E3S Web of Conf.

Author:

Mekhmonov Mashkhurbek,Makhamadjonov Shukhratjon

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.

Publisher

EDP Sciences

Subject

General Medicine

Link

https://www.e3s-conferences.org/10.1051/e3sconf/202340105032/pdf

Reference21 articles.

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2. Abdujabarov A.H., Begmatov P.A., Eshonov F.F., Мekhmonov М.H., Khamidov M.K. Influence of the train load on the stability of the subgrade at the speed of movement. In E3S Web of Conferences, Vol. 264 (2021).

3. Technical conditions for track structures on approaches to artificial structures. JSC “Russian Railways”, Moscow (2004).

4. Design for reducing seismic and vibrodynamic forces on the shore support

5. Ngoc Dang Thanh. Operability of the bridge bed of girder superstructures in high-speed traffic. (2019).

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2. Stabilization of embankments and coastal bridges with reinforced concrete piles;E3S Web of Conferences;2024

3. Efficiency of reinforcement of transition sections on the railroad by the developed constructions;E3S Web of Conferences;2024