Article

Received 24.07.2023

Revised 21.11.2023

Accepted 28.12.2023

Retrieved from Iss. 114, P. 2, 2023

Pages 28 -41

Gameliak, I., Dmytrychenko, A., & Raikovskyi, V. (2023). DETERMINATION OF THE DESIRED MODULUS OF ELASTICITY OF NON-RIGID ROAD CLOTHING. Automobile Roads and Road Construction, (114.2), 28-41. https://doi.org/10.33744/0365-8171-2023-114.2-028-041

DETERMINATION OF THE DESIRED MODULUS OF ELASTICITY OF NON-RIGID ROAD CLOTHING

Igor Gameliak Andrii Dmytrychenko Vitaliy Raikovskyi

The paper considers the issue of determining the required modulus of elasticity from modern vehicles on non-rigid pavement depending on the value of the total mass, tire pressure, number of axles, and the influence of the vehicles' converging axles. The calculations are based on the methodology for bringing a vehicle to the standard load on the axle of the design axis of groups A2 (115 kN) and A3 (100 kN)

permissible weight, converged axles, calculation criteria, standard load on the vehicle axle, tire pressure, deformation
  1. Hudson, W.R., & Flanagan, P.R. (1987). An examination of environmental versus load effects on pavements. Transportation Research Record, 1121, 34-39.
  2. Tielking, J., & Roberts, F. (1987). Tire contact pressure and its effect on pavement strain. Journal of Transportation Engineering, 113(1), 56-71.
  3. Monismith, C.L. (1973). Pavement design: The fatigue subsystem. Highway Research Board Special Report, 140, 1-19.
  4. Kim, O., Bell, C.A., & Wilson, J.E. (1989). Effect of increased truck tire pressure on asphalt concrete pavement. Journal of Transportation Engineering, 115(4), 329-350.
  5. HBN V.2.3-37641918-559:2019. (2019). Highways. Flexible pavement. Design. Kyiv: State Road Agency of Ukraine.
  6. Hameliak, I.P. (2005). Fundamentals of ensuring the reliability of road pavement structures. (Doctoral dissertation, National Transport University, Kyiv, Ukraine).
  7. Radovskyi, B.S., Suprun, A.S., & Kozakov, I.I. (1989). Design of road pavements for heavy vehicle traffic. Kyiv: Budivelnyk.
  8. Clarck, S.K. (1978). Mechanics of rubber, designing and testing of rubber goods. Paper presented at the International Rubber Conference, October 10-14.
  9. Bonaquist, R., Churilla, C., & Freund, D. (1988). Effect of load, tire pressure, and tire type on flexible pavement response. Public Roads, 52(1), 1-7.
  10. Eisenmann, J. (1979). Evaluation of road loading. Strasse und Autobahn, 3, 107-114.
  11. Bonaquist, R., Churilla, C., & Freund, D. (1988). Effect of load, tire pressure, and tire type on flexible pavement response. Public Roads, 52(1), 1-7.
  12. Marshek, K., Chen, H.H., Connell, B., & Hudson, R. (1986). Experimental determination of pressure distribution of truck tire-pavement contact. Transportation Research Record, 1070, 9-14.
  13. Chen, H.H., Marshek, K.M., & Saraf, C.L. (1986). Effects of truck tire contact pressure distribution on the design of flexible pavements: A three-dimensional finite element approach. Transportation Research Record, 1095, 72-78.
  14. Law of Ukraine No. 4203-VI “On Amendments to Certain Laws of Ukraine Regarding the Reform of the Management System of Public Highways” (2011, December). Retrieved from https://zakon.rada.gov.ua/laws/show/4203-17#Text.
  15. Handbook No. 1 of design characteristics of soils, pavement and subgrade materials, and loads from vehicles. (2018). Kyiv.
  16. Huang, Y.H. (1969). Computation of equivalent single-wheel loads using layered theory. Highway Research Record, 291, 144-155.
  17. 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).
  18. The AASHO Road Test. Report 5. Pavement research. (1962). Special Report 61 E (Publ. 954). Washington, DC: Highway Research Board.

https://doi.org/10.33744/0365-8171-2023-114.2-028-041