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MONITORING AND VISUAL DIAGNOSTIC OF ROAD PAVEMENT

Abstract

Road monitoring is the most important method for assessing the technical condition of all road structures, including road pavements and road surfaces. Monitoring helps to solve the problem of maintaining the strength of the pavement. However, for a long time it was carried out visually by workers of road maintenance organizations. Receiving timely information about the damage and destruction of pavements, road organizations, however, could not reasonably plan repair work and, most importantly, accurately determine their volume and complexity. The solution to these problems was uncertain. The increase in traffic intensity on the roads, the increase in the speed of cars and their mass, and the high level of accidents required obtaining specific quantitative information. The result was the emergence of instrumental methods and special equipment for assessing the technical condition of pavements – strength, friction coefficient, and others. Another result was the disappearance of a visual method for diagnosing road structures and objects. But under conditions of high traffic intensity on roads, high cost of instrumental appraisal works, there was a practice of conducting instrumental surveys on a systematic basis, and before carrying out major repair or reconstruction work, moreover, as a justification of the need for them. As a result, many of the damage and the onset of the destruction of pavements and pavements were unnoticed, which subsequently greatly increased the cost of repairs. Under these conditions, it is proposed to resume the practice of visual monitoring of roads together with instrumental methods for evaluating their technical condition. As an example justifying this, the article deals with the question of the destruction of asphalt concrete pavements caused by the fatigue of asphalt concrete. Fatigue of asphalt concrete is manifested in the form of grids of short narrow cracks, which for a long time do not affect the evenness of the roadway surface and therefore are not recorded by instrumental methods. The vibration factor that contributes to (often initiating) the appearance of fatigue damage of asphalt concrete is experimentally considered, the energy level of road vibration vibrations is estimated.

About the Authors

Mihail V. Nemchinov
MADI
Russian Federation
Dr. Sc., professor


Andrej V. Molchanov
MADI
Russian Federation
undergraduate


References

1. Delyatickij S., Zajonc I., Chertkov L., Ehkzar'yan V. Ehkologicheskij slovar' (Environmental dictionary), Moscow, Konkord-LTD-Ehkoprom, 1993, 202 p.

2. Russko-Anglijskij terminologicheskij slovar' inzhenera-dorozhnika (Russian-English terminological dictionary of road engineer), Voronezh, Izdatel'stvo Voronezhskogo gosudarstvennogo universiteta, 1999, 324 p.

3. Konstruirovanie i raschyot nezhyostkih dorozhnyh odezhd (Design and calculation of non-rigid pavement), Moscow, Transport, 1973, 328 p.

4. Zhukov A.V. Problemy razvitiya seti i uluchsheniya ehkspluatacionnyh kachestv avtomobil'nyh dorog mestnogo znacheniya i vnutrihozyajstvennyh dorog kolhozov i sovhozov, Materialy respublikanskoj nauchno-tekhnicheskoj konferencii, Minsk, Belorusskij politekhnicheskij institut, 1984, pp. 91–93.

5. Nemchinov M.V. Scepnye kachestva dorozhnyh pokrytij i bezopasnost' dvizheniya avtomobilej (Coupling qualities of road surfaces and traffic safety of cars), Moscow, Transport, 1985, 231 p.

6. Nemchinov M.V. Dorozhnaya odezhda avtomobil'nyh dorog. Raschyot i proektirovanie (Road clothes of highways. Calculation and design), Moscow, Izdatel'stvo ASV, 2016, 108 p.

7. Uglova K.V. Teoreticheskie i metodologicheskie osnovy ocenki ostatochnogo ustalostnogo resursa asfal'tobetonnyh pokrytij avtomobil'nyh dorog (Theoretical and methodological bases of estimation of residual fatigue life of asphalt concrete pavement of highways), Doctor thesis, Volgograd, 2009.

8. Smirnov A.V. Kolebaniya i volny v dorozhnyh konstrukciyah (Oscillations and waves in road structures), Omsk, Izdatel'stvo SibADI, 2006, 108 p.

9. Smirnov A.V. Raschyot dorozhnyh i aehrodromnyh konstrukcij na dinamicheskoe vozdejstvie (Calculation of road and airfield structures for dynamic impact), Omsk, Izdatel'stvo SibADI, 2008, 54 p.

10. Andreeva E.V., Smirnov A.V. Sovremennye metody proektirovaniya dorozhnyh konstrukcij avtomagistralej na vozdejstvie transportnyh potokov (Modern methods of designing road structures of highways on the impact of traffic flows), Omsk, SibADI, 2014, 135 p.

11. Men'shov A.S. Obespechenie mestnoj ustojchivosti otkosov vysokih nasypej avtomobil'nyh dorog iz nesvyaznyh gruntov (Ensuring local stability of slopes of high embankments of roads from incoherent soils), Candidate thesis, Moscow, MADI, 2006, 230 p.

12. Nemchinov M.V. Tekstura poverhnosti dorozhnyh pokrytij, tom 1, Obosnovanie, normirovanie i proektirovanie parametrov tekstury poverhnosti dorozhnyh pokrytij (Surface texture of road surfaces, Vol. 1, Justification, rationing and design of surface texture parameters of road surfaces), Moscow, TekhPoligrafCentr, 2010, 380 p.

13. Nemchinov M.V., Tkachyov S.Yu., Aktanov S.K. Nauchno-tekhnicheskij progress v dorozhnoj otrasli, Materialy nauchno-tekhnicheskogo seminara, Alma-Ata, MinavtodorKazSSR, 1991.

14. Xiaozhen S. Generalization of the Fourier transform-based method for calculating the response of a period railway track subject to a moving harmonic load, Journal of Modern Transportation, 2015, vol. 23, no. 1, pp. 12–29.

15. Konen A. Vibration Acceleration Distribution in Railway Ballast in Terms of Heavy Axle Load Operation, CETRA2018, 5th International Conference on Road and Rail Infrastructure, 17–19 Vay 2018, Zadar, Croatia, pp. 1209–1213.

16. Petriaev A. Vibrodinamic Impact on the Railway Substructure and Methods of its Reduction, CETRA2018, 5th International Conference on Road and Rail Infrastructure, 17–19 Vay 2018, Zadar, Croatia, pp. 1223–1229.


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ISSN 2409-7217 (Online)