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

Мұқаба

Дәйексөз келтіру

Толық мәтін

Ашық рұқсат Ашық рұқсат
Рұқсат жабық Рұқсат берілді
Рұқсат жабық Тек жазылушылар үшін

Аннотация

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.

Толық мәтін

Рұқсат жабық

Авторлар туралы

B. Bondarev

Lipetsk State Technical University

Хат алмасуға жауапты Автор.
Email: lnsp-48@mail.ru

Doctor of Sciences (Engineering)

Ресей, 30, Moskovskaya St., Lipetsk, 398055

A. Bondarev

Lipetsk State Technical University

Email: lnsp-48@mail.ru

Candidate of Sciences

Ресей, 30, Moskovskaya St., Lipetsk, 398055

V. Yartsev

Tambov State Technical University

Email: jarcev21@rambler.ru

Doctor of Sciences (Engineering)

Ресей, 106/5, room 2, Sovetskaya St., Tambov, 392000

V. Zhidkov

Tambov State Technical University

Email: gidkov_vova_1999@mail.ru

Graduate Student

Ресей, 106/5, room 2, Sovetskaya St., Tambov, 392000

Әдебиет тізімі

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  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
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  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).
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  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).
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  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
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Қосымша файлдар

Қосымша файлдар
Әрекет
1. JATS XML
2. Fig. 1. Algorithm for determining the residual life of road pavements

Жүктеу (197KB)
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

Жүктеу (197KB)
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

Жүктеу (157KB)
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)

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

Жүктеу (27KB)
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

Жүктеу (260KB)

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