Article

Received 03.11.2024

Revised 23.02.2025

Accepted 29.03.2025

Retrieved from Iss. 117, P. 1, 2025

Pages 55 -62

Bubela, A., & Poliakov, V. (2025). TECHNOLOGICAL PARAMETERS FOR THE APPLICATION OF DRAINAGE LAYERS OF THE BASE OF ROAD SURFACE. Automobile Roads and Road Construction, (117.1), 55-62. https://doi.org/10.33744/0365-8171-2025-117.1-055-062

TECHNOLOGICAL PARAMETERS FOR THE APPLICATION OF DRAINAGE LAYERS OF THE BASE OF ROAD SURFACE

Andrii Bubela Volodymyr Poliakov

In order to avoid long-term waterlogging of the structural layers of the pavement and base, it is necessary to prevent the accumulation of large amounts of free water in them by installing a shallow drainage system that allows water to be quickly drained from the road structure and ensures its strength. This also necessitates the determination of the efficiency of shallow drainage structures under the influence of vehicles. The article examines the technological parameters for the arrangement of road base layers – sand layers with drainage pipes. The dynamics of the change in the area of the stamp of a pneumatic roller of different weights depending on the change in tire pressure is presented. Based on the finite element method, the stressstrain state of atypical road structures weakened by tubular drains made of materials of various origins was investigated

highway, road structure, subgrade, shallow drainage, drainage layer, tubular drain, pneumatic roller, roller stamp
  1. Slavinska, O.S., Bubela, A.V., Onyshchenko, A.M., Usychenko, O.Yu., & Stozhka, V.V. (2022). Improvement of the method for calculating parameters of shallow transverse drainage on highways. Bulletin of the National Transport University. Series “Technical Sciences”, 1(51), 352-362. doi: 10.33744/2308-6645-2022-1-51-352-362.
  2. Bubela, A.V., & Poliakova, V.M. (2023). Determination of technological requirements for the installation of shallow drainage structures. Bulletin of the National Transport University. Series “Technical Sciences”, 3(57), 35-42. doi: 10.33744/2308-6645-2023-3-57-035-042.
  3. Cedergren, H.R., & O’Brien, K.H. (1972). Development of guidelines for the design of subsurface drainage systems for highway pavement structural sections. Washington, DC: Federal Highway Administration.
  4. Tsyprianovych, I.V. (2002). Water removal and drainage systems of airfields: Textbook. Kyiv: National Aviation University.
  5. Lytvynenko, A.S. (2014). On the influence of the condition of soil foundations on the condition of pavements in sections of highways at zero marks and low embankments. Automobile Roads, 6(242), 35-39.
  6. Kvatadze, A.I. (2016). Method for determining design periods of water-thermal regime for the calculation of drainage devices. Automobile Roads and Road Construction, 98, 79-84.
  7. Haidachuk, V.V., Mozghovyi, V.V., Zaiets, Yu.O., & Shevchuk, L.V. (2017). Modeling of the stress-strain state of pavement structure under the action of transport loads. Strength of Materials and Theory of Structures, 99, 45-57. 
  8. Slavinska, O., Savenko, V., Bubela, A., & Yaremov, A. (2018). Investigation of the work of the road construction at the sites by pipe drains from materials of different origin. Eastern-European Journal of Enterprise Technologies, 2(7(92)). doi: 10.15587/1729-4061.2018.126512.
  9. Bubela, A.V. (2019). Investigation of changes in the transport-operational condition of pavements under conditions of overmoistening. Automobile Roads and Road Construction, 106, 6-12.
  10. Slavinska, O.S., & Bubela, A.V. (2020). Design of optimal structures of shallow transverse drains and assessment of their impact on the transport-operational condition of highways. Kyiv: National Transport University.
  11. Slavinska, O., Bubela, A., & Davydenko, O. (2020). Prediction of the stress-strain state of a road structure with shallow transverse tubular drainage. ScienceRise, 4, 24-32. doi: 10.21303/2313-8416.2020.001396.
  12. Bubela, A.V., & Kvatadze, A.I. (2020). Investigation of the operating modes of drainage layers in road structures. Science Review, 5(32), 24-29. doi: 10.31435/rsglobal_sr/30062020/7140.

https://doi.org/10.33744/0365-8171-2025-117.1-055-062