Determination of the Residual Life of Rigid Road Pavements of Industrial Enterprises

Cover Page

Cite item

Full Text

Open Access Open Access
Restricted Access Access granted
Restricted Access Subscription or Fee Access

Abstract

Ehe main problems of determining the residual life of rigid road pavement structures of industrial enterprises are considered. An analysis of existing methods for determining the durability and residual life of highways of both rigid and non-rigid types of construction on public roads was carried out. As a result of the research carried out on the territory of the enterprise, an algorithm was proposed for calculating the residual life of the highway structure, based on changes in the longitudinal evenness of the pavement, the presence of defects and damages on the surface of the roadway, compaction of asphalt concrete layers, as well as the actual and calculated intensity of traffic flow. The study of auto-road pavement elements was carried out using the “Trassa” mobile road laboratory, and the determination of the physical and mechanical characteristics of the materials was carried out in the laboratory using modern research methods.

Full Text

Restricted Access

About the authors

B. A. Bondarev

Lipetsk State Technical University

Author for correspondence.
Email: lnsp-48@mail.ru

Doctor of Sciences (Engineering)

Russian Federation, 30, Moskovskaya St., Lipetsk, 398055

A. B. Bondarev

Lipetsk State Technical University

Email: lnsp-48@mail.ru

Candidate of Sciences

Russian Federation, 30, Moskovskaya St., Lipetsk, 398055

V. P. Yartsev

Tambov State Technical University

Email: jarcev21@rambler.ru

Doctor of Sciences (Engineering)

Russian Federation, 106/5, room 2, Sovetskaya St., Tambov, 392000

V. K. Zhidkov

Tambov State Technical University

Email: gidkov_vova_1999@mail.ru

Graduate Student

Russian Federation, 106/5, room 2, Sovetskaya St., Tambov, 392000

References

  1. Moiseenko R.P., Efimenko V.N. On assessing the durability of highways. Vestnik of the Tomsk State University of Architecture and Civil Engineering. 2019. No. 3, pp. 207–213. (In Russian). DOI: https://www.doi.org/10.31675/1607-1859-2019-21-3-207-213
  2. Tiraturyan A.N. A mechanical and statistical method for estimating the residual resource of non-rigid road surfaces. Transportnye sooruzheniya. 2018. No. 4, p. 1. (In Russian). DOI: https://www.doi.org/10.15862/01SATS418
  3. Bondarev B.A., Bondarev A.B., Borkov P.V., Shulepov S.K., Zhidkov V.K., Kopalin D.A. Analysis of defects and damage to materials in the structures of road coverings of industrial roads and ways to eliminate them. Stroitel’nye Materialy [Construction Materials]. 2023. No. 6, pp. 70–74. (In Russian). DOI: https://www.doi.org/10.31659/0585-430X-2023-814-6-70-74
  4. Dormidontova T.V., Simonyan A.S. Estimation of the modulus of elasticity of the pavement and its elements. Traditions and innovations in construction and architecture. Construction and Construction Technologies: Collection of articles of the 79th All-Russian Scientific and Technical Conference. Samara, April 18–22, 2022, pp. 242–247. (In Russian).
  5. Konorev A.S., Dumenko V.A., Konoreva O.V. A method for increasing the accuracy of accounting for the impact of traffic flow on the structures of road clothes. Dorogi i mosty. 2020. No. 2 (44), pp. 145–159. (In Russian).
  6. Elshami M.M.M., Tiraturyan A.N., Uglova E.V. Management of the life cycle of highways at the operational stage based on artificial neural network algorithms. Inzhenernyj vestnik Dona. 2022. No. 8 (92), pp. 282–292. (In Russian).
  7. Uglova E.V., Konorev A.S., Konoreva O.V. Consideration of the impact of traffic flow when calculating road structures at the design stage and determining the residual life of road coverings at the operational stage. Internet-zhurnal Naukovedenie. 2012. No. 4 (13), pp. 220. (In Russian). http://naukovedenie.ru/index.php?p=issue-4-12
  8. Klekovkina M.P., Bondareva E.D. Forecasting the life cycle of non-rigid type road clothes. Promyshlennoe i grazhdanskoe stroitel’stvo. 2022. No. 5, pp. 61–65. (In Russian). DOI: https://www.doi.org/10.33622/0869-7019.2022.05.61-65
  9. Korochkin A.V., Petrov K.M. Calculation of rigid pavement with asphalt concrete coating using software complexes. Stroitel’nye Materialy [Construction Materials]. 2013. No. 5, pp. 8–10. (In Russian).
  10. Kostel’ov M.P. Why seal asphalt concrete above the minimum norm. Dorozhnaya tekhnika. 2016. No. 5, pp. 135–138.
  11. Bobneva A.N. Accounting for the impact on road clothing of multi-axle vehicles with converged axles during the transportation of oversized and heavy loads. Innovacii i investicii. 2022. No. 11, pp. 269–271. (In Russian).
  12. Zhemerikina A.A. Calculation of the pavement structure according to PNST 265-2018 and ODN 218.046-01. Materials of the 71st All-Russian (with international participation) scientific Conference of students and Young scientists. Petrozavodsk. 2019, pp. 238–241. (In Russian).
  13. Sokolov N.S. One of the cases of strengthening the base of a deformed anti-landslide retaining wall. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2021. No. 12, pp. 23–27. (In Russian). doi: 10.31659/0044-4472-2021-12-23-27
  14. Abramov B.M. Loads in the road industry. Days of science of students of Vladimir State University named after Alexander Grigoryevich and Nikolai Grigoryevich Stoletov: Collection of materials of scientific and practical conferences. Vladimir. 2023, pp. 1031–1037. (In Russian).

Supplementary files

Supplementary Files
Action
1. JATS XML
Download
2. Fig. 1. Algorithm for determining the residual life of road pavements

Download (197KB)
Indexing metadata
3. Fig. 2. Kilometer 0+380. Multiple potholes up to 30 mm deep on the surface of the coating. Network of cracks with an opening width of up to 10 mm

Download (992KB)
Indexing metadata
4. Fig. 3. Kilometer 0+650. Multiple cracks with an opening width of more than 20 mm on the surface of the coating. Chipping of asphalt concrete. Potholes up to 30 mm deep

Download (157KB)
Indexing metadata
5. Fig. 4. Kilometer 0+930. A network of cracks with an opening width of up to 15 mm on the surface of the coating (large area of distribution)

Download (119KB)
Indexing metadata
6. Fig. 5. Dependence of residual life on the strength coefficient according to STO AVTODOR 2.4–2013

Download (27KB)
Indexing metadata
7. Fig. 6. Algorithm for making design decisions at the stage of developing a reconstruction project, taking into account the residual life of road structures according to STO AVTODOR 2.4–2013

Download (260KB)
Indexing metadata

Copyright (c) 2024 ООО РИФ "СТРОЙМАТЕРИАЛЫ"