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All issues Volume 401 (2023) E3S Web of Conf., 401 (2023) 02040 References
Open Access
Issue
E3S Web of Conf.
Volume 401, 2023
V International Scientific Conference “Construction Mechanics, Hydraulics and Water Resources Engineering” (CONMECHYDRO - 2023)
Article Number 02040
Number of page(s) 9
Section Ecology, Hydropower Engineering and Modeling of Physical Processes
DOI https://doi.org/10.1051/e3sconf/202340102040
Published online 11 July 2023
  1. Lesov K.S. and Kenjaliyev M.K. Organizational and technological parameters during the construction of the Bukhara-Misken railway line. AIP Conference Proceedings. Vol. 2432. No. 1. p. 030026. (2022). [CrossRef] [Google Scholar]
  2. Lesov K.S., Kenjaliyev M.K., Mavlanov A.Kh. and Tadjibaev Sh.A. Stability of the embankment of fine sand reinforced with geosynthetic materials. E3S Web Conf. 264 02011 (2021). [CrossRef] [EDP Sciences] [Google Scholar]
  3. Abdujabarov A.Kh., Mekhmonov M.Kh., Eshonov F.F. Design for reducing seismic and vibrodynamic forces on the shore support. AIP Conference Proceedings 2432, 030003 (2022). [CrossRef] [Google Scholar]
  4. Abdujabarov A.Kh., Mekhmonov M.Kh. Structures options for the coastal bridge support, taking into account the seismicity of the district. AIP Conference Proceedings 2432, 030045 (2022). [CrossRef] [Google Scholar]
  5. 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. E3S Web of Conferences, Vol. 264 (2021). [Google Scholar]
  6. G.-A. Khalfin and Kh. Umarov. The work of intermediate rail fasteners on mountain sections of railways, AIP Conference Proceedings, Vol. 2612, 040023 (2023). [CrossRef] [Google Scholar]
  7. M. Podworna, M. Klasztorny, Vertical vibrations of composite bridge, track structure, high-speed train system. Series-of-types of steel-concrete bridges, Bulletin of the Polish Academy of Science Technical Sciences, Vol. 62, No. 1, pp.165-179. (2014). [Google Scholar]
  8. M. Podworna, M. Klasztorny, Vertical vibrations of composite bridge, track structure, high-speed train system. Part 2: Physical and mathematical modelling, Bulletin of the Polish Academy of Science Technical Sciences, Vol. 62 No. 1, pp. 181-196. (2014) [CrossRef] [Google Scholar]
  9. M. Podworna, M. Klasztorny. Vertical vibrations of composite bridge, track structure, high-speed train system. Part 3: Deterministic and random vibrations of exemplary system”, Bull. Pol. Ac.: Tech. 62 (2). (2014) [Google Scholar]
  10. F. Lu, J.H. Lin, D. Kennedy, F.W. Williams, An algorithm to study non-stationary random vibrations of vehicle – bridge system, Computers and Structures, 87, pp. 177 – 185. (2009). [CrossRef] [Google Scholar]
  11. M. Podworna, Vibrations of Bridge, Track Structure, High-speed Train System with Vertical Irregularities of the Railway Track. XXIII R-S-P seminar, Theoretical Foundation of Civil Engineering. Vol. 91, pp. 148-153. (2014) [Google Scholar]
  12. Poliakov V. Interaction Optimization in Multibody Dynamic System. International Journal of Theoretical and Applied Mechanics. Vol. 2. pp. 43 -51. (2017). [Google Scholar]
  13. Newton, S.G. An investigation into the dynamic effects on the track of wheel flats on railway vehicles. Journal of Mechanical Engineering Science. № 21. pp. 287 -297. (1979). [CrossRef] [Google Scholar]
  14. Yang X. Effect of track irregularity on the dynamic response of a slab track under a high-speed train based on the composite track element method / X. Yang // Applied Acoustics. Vol. 99. pp. 72 -84. (2015). [CrossRef] [Google Scholar]
  15. Merenchenko K.V. The genesis of residual deformations arising from the coupling of an earth bed and an artificial structure. Modern problems of railway track design, construction and operation. In Proceedings of the XIII Scientific and Technical conference with international participation, March 31 -April 1, 2016, Moscow: readings dedicated to the 112th anniversary of Professor G.M. Shakhunyants. M.: RUT. pp. 200-204. (2016). [Google Scholar]
  16. E.S. Ashpiz, A.V. Zamukhovsky. Substantiation of the standards of deformability of the under-rail and under-sleeper base. The world of transport. No.5. pp. 112-119. (2012). [Google Scholar]
  17. Serebryakov D.V. Strength on embankments under the vibrodynamic effect of trains in the area of the interface of the roadbed with bridges. p.158. (2005). [Google Scholar]
  18. Gasanov A.I. Path on approaches to metal bridges. Path and track management. No. 7. pp. 29-30. (2012). [Google Scholar]
  19. A.V. Zamukhovsky, K.V. Marinchenko. The world of transport.Experimental examination of sites of variable stiffness. No. 3. pp. 74-82. (2013). [Google Scholar]
  20. Carey, C. H., O'Brien, E. J., & Keenahan, J. Investigating the use of moving force identification theory in bridge damage detection. In Key Engineering Materials, Vol. 569, pp. 215-222. (2013). [CrossRef] [Google Scholar]
  21. G. Lazorenko, A. Kasprzhitskii, Z. Khakiev, V. Yavna Dynamic behavior and stability of soil foundation in heavy haul railway tracks: A review Constr. Build. Mater., 205 pp. 111-136. (2019). [CrossRef] [Google Scholar]
  22. Bronsert, J., Baeßler, M., Cuéllar, P., & Rücker, W. Numerical modeling of train-track-interaction at bridge transition zones considering the long-term behaviour. In Proceedings of the 11th International Conference on Vibration Problems (ICOVP-2013), Lisbon, Portugal (pp. 9-12). (2013). [Google Scholar]
  23. Shahraki, M., Warnakulasooriya, C., & Witt, K. J. Numerical study of transition zone between ballasted and ballastless railway track. Transportation Geotechnics, Vol. 3, 58-67. (2015). [CrossRef] [Google Scholar]
  24. Transport facilities in seismic areas. Design rules. Code of Rules SP 268.1325800.2016, Moscow Standartinform (2017). [Google Scholar]
  25. Report (intermediate, code: FA-A14-F021) on research work on the topic: “Improving the methodology of experimental studies of seismic resistance of structures by upgrading laboratory and experimental equipment and determining the patterns of deformation of the structure under the action of static and dynamic loads. (2016). [Google Scholar]

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