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Received 15.08.2023

Revised 01.12.2023

Accepted 28.12.2023

Retrieved from Iss. 114, P. 2, 2023

Pages 42 -55

  • 147 Views

Suggested citation

Gameliak, I., & Raikovskyi, V. (2023). IMPROVEMENT OF THE METHOD OF REDUCING THE INTENSITY OF TRAFFIC FOR THE DESIGN OF ROAD CLOTHING. Automobile Roads and Road Construction, (114.2), 42-55. https://doi.org/10.33744/0365-8171-2023-114.2-042-055

IMPROVEMENT OF THE METHOD OF REDUCING THE INTENSITY OF TRAFFIC FOR THE DESIGN OF ROAD CLOTHING

Igor Gameliak Vitaliy Raikovskyi

Abstract

The paper considers the issue of determining the destructive impact of modern vehicles on the road surface depending on the value of the total mass of the vehicle. The calculations are based on the methodology of bringing the vehicle to the standard load on the axis of the design axis of the A2 (115 kN) and A3 (100 kN) groups

Keywords:

traffic intensity, vehicle, standard axle load, permissible mass, total coefficient of reduction to the design vehicle

References

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  2. Law of Ukraine No. 2862-IV "On Highways". (2005, September). Retrieved from https://zakon.rada.gov.ua/laws/show/2862-15#Text.
  3. DBN V.2.3-4:2015. (2015). Highways. Part I. Design. Part II. Construction. Kyiv: Ministry of Regional Development, Construction and Housing and Communal Services of Ukraine.
  4. Hameliak, I.P. (2005). Fundamentals of ensuring the reliability of road pavement structures. (Doctoral dissertation, National Transport University, Kyiv).
  5. HBN V.2.3-37641918-559:2019. (2019). Highways. Flexible pavement. Design. Kyiv: State Road Agency of Ukraine.
  6. Resolution of the Cabinet of Ministers of Ukraine No. 1128 “On Amendments to the Traffic Rules”. (2023, October). Retrieved from https://zakon.rada.gov.ua/laws/show/1128-2023-%D0%BF#Text.
  7. Council Directive 96/53/EC laying down for certain road vehicles circulating within the Community the maximum authorised dimensions in national and international traffic and the maximum authorised weights in international traffic. (1996, July). Retrieved from https://eur-lex.europa.eu/legal-content/EN/TXT/?uri=CELEX:31996L0053.
  8. Huang, Y.H. (1969). Computation of equivalent single-wheel loads using layered theory. Highway Research Record, 291, 144-155.
  9. Gerrard, C.M., & Harrison, W.J. (1970). A theoretical comparison of the effects of dual-tandem and dual-wheel assemblies on pavements. In Proceedings of the 5th conference of the Australian Road Research Board (Vol. 5, Part 4, Paper 645, pp. 112-137).
  10. Ioannides, A.M., & Khazanovich, L. (1993). Load equivalency concepts: A mechanistic reappraisal. Transportation Research Record, 1388, 42-51.
  11. The AASHO Road Test. Report 5. Pavement research. (1962). Special Report 61 E (Publ. 954). Washington, DC: Highway Research Board.
  12. Hameliak, I.P., & Raikovskyi, V.F. (2014). Experimental determination of axle loads of vehicles. Avtoshliakhovyk Ukrainy, 3, 25-30.
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https://doi.org/10.33744/0365-8171-2023-114.2-042-055

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