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The article considers the reasons for the destruction of transport structures under the influence of seismic and vibrodynamic forces and ways to reduce the active pressure of the soil acting on the shore support

  • Название журналаARES
  • Номер выпускаVolume 2, Issue 5
  • Количество просмотров 107
  • Количество прочтений 107
  • Дата публикации 21-03-2024
  • Язык статьиIngliz
  • Страницы1520-1523
English

The article considers the reasons for the destruction of transport structures under the influence of seismic and vibrodynamic forces and ways to reduce the active pressure of the soil acting on the shore support

№ Имя автора Должность Наименование организации
1 Mekhmonov M.K. Assistant, Tashkent State Transport University
2 Khamidov M.K. Assistant, Tashkent State Transport University
3 Makhamadjonov S.S. Assistant, Tashkent State Transport University
№ Название ссылки
1 1. Maistrenko I. Yu., Ovchinnikov I. I., Ovchinnikov I. G., Kokodeev A.V. Accidents and destruction of bridge structures, analysis of their causes. Part 1. Online magazine "Transport facilities". ISSN 2413-9807. Volume 4, No. 4, 2017.
2 2. Abdujabarov A.Kh. Earthquake resistance of roads and railways. KASI. Bishkek, 1996. p.226
3 3. Abdujabarov A.Kh., Mekhmonov M.Kh., Matkarimov A.Kh. Construction of the coastal bridge support taking into account the speed of transport and the effect of seismic forces. Journal of critical reviews (JCR) ISSN-2394-5125 VOL 7, ISSUE 8, 2020 (1768-1772)
4 4. Abdujabarov A.Kh., Mekhmonov M.Kh. Vibration effects from moving vehicles on the shore support of the bridge. The problems of mechanics. Tashkent, 4/2019. p.94-98.
5 5. Mekhmonov M.Kh. Types of Coastal Bridge Supports. International Journal of Advanced Research in Science, Engineering and Technology. (IJARSET), ISSN: 2350-0328, Vol. 8, Issue 2, February 2021. (16714-16717)
6 6. Mekhmonov M.Kh., Eshonov F.F. IMPACT OF SOIL ON THE SHORE SUPPORT OF THE BRIDGE. European Journal of Research Development and Sustainability (EJRDS). Vol. 2 No. 4, April 2021, ISSN: 2660-5570. (74-76).
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