• Home
  • Historical notes
  • Articles & Issues
    • Current
    • All Issues
  • About
    • Aims and Scope
    • Editorial Board
    • Indexing
    • Sources of Financing
  • For Authors
    • Submission
    • Terms of Publication
    • Formatting Guidelines
    • Peer Review Process
    • Article Processing Charges
    • License Agreement
  • Ethics & Policies
    • Publication Ethics
    • Conflict of Interest
    • Open Access Policy
    • Archiving
    • Complaints Policy
    • Privacy Statement
    • Corrections and Retractions
    • Anti-plagiarism Policy
    • Generative AI Policy
  • Contacts
en English
  • Українська Українська

UkrainianProfessional Education

  • Submit an article
  • Home
  • Articles & Issues
    • Current
    • All Issues
  • About
    • Aims and Scope
    • Editorial Board
    • Indexing
    • Sources of Financing
  • For Authors
    • Submission
    • Terms of Publication
    • Formatting Guidelines
    • Peer Review Process
    • Article Processing Charges
    • License Agreement
  • Ethics & Policies
    • Publication Ethics
    • Conflict of Interest
    • Open Access Policy
    • Archiving
    • Complaints Policy
    • Privacy Statement
    • Corrections and Retractions
    • Anti-plagiarism Policy
    • Generative AI Policy
  • Search
  • Contacts

Article

  • Read article
  • Download article

Received 17.02.2024

Revised 04.06.2024

Accepted 30.06.2024

Retrieved from Iss. 115, P. 2, 2024

Pages 170 -179

  • 138 Views

Suggested citation

Kharchenko, A., Chechuga, O., & Alimov, A. (2024). EVALUATION OF THE ROAD PAVEMENT BEARING CAPACITY USING FFWD EQUIPMENT BY THE METHOD OF DYNAMIC LOADING. Automobile Roads and Road Construction, (115.2), 170-179. https://doi.org/10.33744/0365-8171-2024-115.2-170-179

EVALUATION OF THE ROAD PAVEMENT BEARING CAPACITY USING FFWD EQUIPMENT BY THE METHOD OF DYNAMIC LOADING

Anna Kharchenko Oleksandr Chechuga Akim Alimov

Abstract

The method of assessing the bearing capacity of road surfaces by the dynamic loading method using the Fast-Falling-Weight-Deflectometer (FFWD) equipment was investigated. It was determined that the use of FFWD equipment provides accelerated data collection and their rapid return, if compared with previous versions of installations with deflectometers or analogues. The repeatability of the test using the FFWD method ensures the reliability of the obtained results, in particular, the standard test is performed three times with the same load or through a progressive pulse with increasing load. The result of field measurements of the strength of road surfaces using the FFWD method is to obtain their deformation characteristics, which are presented in the form of a profile of the surface deformation (deflection basin) in specialized software. The outline of the deflection basin is formed by the location points of the sensors for registering vertical surface movement (geophones), which are installed in a line along the traffic lane in an optimal number of nine units. Analysis of the obtained data on the deformation of the pavement surface by the FFWD method allows to identify potential weak points in the road structure. In turn, this is a prerequisite for planning measures to strengthen or restore road structures, and is also the basis for economically calculating the amount of financing for these works. The FFWD method still requires additional testing in Ukrainian conditions, so further research will concern the practical application of the method in modern conditions

Keywords:

dynamic loading, road surface, FFWD method, deflection basin

References

  1. Giuntoli, S., Pratelli, C., Betti, G., & Marradi, A. (2018). Field performance evaluation of unbound granular materials using the Fast Falling Weight Deflectometer. In Proceedings of the 5th international conference on road and rail infrastructure (CETRA 2018) (pp. 17-19). Zadar.
  2. Coni, M., Mistretta, F., Stochino, F., Rombi, J., Sassu, M., & Puppio, M.L. (2021). Fast falling weight deflectometer method for condition assessment of reinforced concrete bridges. Applied Sciences, 11(4), article number 1743. doi: 10.3390/app11041743.
  3. Pavement Analysis. (n.d.). Falling Weight Deflectometer. Retrieved from https://www.pavementanalysis.com/falling-weightdeflectometer.
  4. Wikipedia. (n.d.). Falling weight deflectometer. Retrieved from https://en.wikipedia.org/wiki/Falling_weight_deflectometer.
  5. Dynatest. (n.d.). 8012 Fast Falling Weight Deflectometer. Retrieved from https://pdf.aeroexpo.online/pdf/dynatest/8012-fast-falling-weight-deflectometer/172481-19158.html.
  6. DSTU B V.2.3-42:2016. (2016). Highways. Methods for determining deformation characteristics of subgrade and road pavement. Kyiv.
  7. Kharchenko, A.M., Chechuga, O.S., & Alimov, A.A. (2024). Analysis of methods for determining the effect of static and dynamic loads on road pavement. Automobile Roads and Road Construction, 115(Part 1), 292-301. doi: 10.33744/0365-8171-2024-115.1-292-301.
  8. State Enterprise “Dorcentr”. (2021). Report on the provision of services for assessing the overall strength of the existing road structure of the M-04 highway on sections: km 0+000 – km 2+500; km 216+384 – km 279+693 (separate sections) within Dnipropetrovsk region. Kyiv.
Share
Facebook
Twitter
LinkedIn
Email
Telegram
Viber
WhatsApp

https://doi.org/10.33744/0365-8171-2024-115.2-170-179

Address
01010, Ukraine, Kyiv,
1, M. Omelianovycha-Pavlenka Str.


Email
ntu@arrcjournal.org

Main information
  • Aims and Scope
  • Indexing
  • Terms of Publication
  • Editorial Board
  • Publication Ethics
Additional information
  • Complaints Policy
  • Peer Review Process
  • Open Access Policy
  • Anti-plagiarism Policy
  • Generative AI Policy
  • Archiving