• 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 03.02.2022

Revised 08.05.2022

Accepted 14.06.2022

Retrieved from Iss. 111, 2022

Pages 164 -173

  • 125 Views

Suggested citation

Нarkusha, M., Klymenko, M., & Onyshchenko, A. (2022). ANALYSIS OF THE TECHNICAL STATE OF HYDROTECHNICAL STRUCTURES OF TRANSPORTATION CONSTRUCTION FROM ROAD WATER PERFORMANCE PIPES FROM THE INFLUENCE OF CORROSION. Automobile Roads and Road Construction, (111), 164-173. https://doi.org/10.33744/0365-8171-2022-111-164-173

ANALYSIS OF THE TECHNICAL STATE OF HYDROTECHNICAL STRUCTURES OF TRANSPORTATION CONSTRUCTION FROM ROAD WATER PERFORMANCE PIPES FROM THE INFLUENCE OF CORROSION

Mykola Нarkusha Mykola Klymenko Artur Onyshchenko

Abstract

Hydrotechnical structures of transport construction from road culverts are designed for transporting and diverting water from transport structures. One of the main factors affecting the durability of a road culvert is corrosion of the metal of the pipe itself. With the increase in the number of hydraulic engineering structures of transport construction from road culverts on roads, the issue of ensuring the reliability and durability of their operation during operation becomes of particular importance, as there is a large number of deformations, as well as cases of complete destruction of pipes under embankments. World experience shows that corrosion damage is an extremely important problem and requires an appropriate response at a very early stage of development. The article considered the characteristics of the most common causes of corrosion of road culverts. 

Keywords:

highway, hydrotechnical structures, pavement, culvert, corrosion, transport structure

References

  1. Damian Beben (2020). Soil-Steel Bridges. Geotechnical, Geological and Earthquake Engineering. Springer Nature Switzerland AG 2020. P. 214. https://doi.org/10.1007/978-3-030-34788-8

  2. El-Taher M (2009) The effect of wall and backfill soil deterioration on corrugated metal culvert stability. PhD thesis [online]. Queen’s Univ Kingston, Ontario, Canada.

  3. Service life of culverts. NCHRT. Synthesis of Highway Practice 474 / Transportation Research Board of the National Academies. – Washington, 2015. – 145 p.

  4. Molinas A, Mommandi A (2009) Development of new corrosion/abrasion guidelines for selection of culvert pipe materials. Colorado Department of Transportation, Denver.

  5. Arriba-Rodriguez L-d, Villanueva-Balsera J, Ortega-Fernandez F, Rodriguez-Perez F. Methods to Evaluate Corrosion in Buried Steel Structures: A Review. Metals. 2018; 8(5):334. https://doi.org/10.3390/met8050334

  6. Ferreira, C.A.M.; Ponciano, J.A.; Vaitsman, D.S.; Pérez, V. Evaluation of the corrosivity of the soil through its chemical composition. Sci. Total Environ. 2007, 388, 250–255.

  7. Shi, Y.; Yang, B.; Liaw, P.K. Corrosion-Resistant High-Entropy Alloys: A Review. Metals 2017, 7, 43.

  8. Koch, G.; Varney, J.; Thompson, N.; Moghissi, O.; Gould, M.; Payer, J. International Measures of Prevention, Application, and Economics of Corrosion Technologies Study; National Association of Corrosion Engineers (NACE) International: Houston, TX, USA, 2016.

  9. Piratla, K.R.; Jin, H.; Yazdekhasti, S. A Failure Risk-Based Culvert Renewal Prioritization Framework. Infrastructures 2019, 4, 43. https://doi.org/10.3390/infrastructures4030043

  10. Beben D (2014) Backfill corrosivity around corrugated steel plate culverts. J Perform Constr Facil 29(6).

  11. Abu-Hassanein ZS, Benson CH, Boltz LR (1996) Electrical resistivity of compacted clays. J Geotech Eng 122(5):397–406.

  12. Samouelian A, Cousin I, Tabbagh A, Bruand A, Richard G (2005) Electrical resistivity survey in soil science: a review. Soil Tillage Res 83:173–193.

  13. Beaton, J. L., Stratfull, R F (1959) Corrosion of corrugated metal culverts in California. Highway Research Board Bulletin, № 223. P. 1–13.

  14. Patenaude, Robert (1984) Bacterial Corrosion of Steel Culvert Pipe in Wisconsin. Transportation Research Record 1001, pp. 66–69.

  15. DSTU ISO 12944-2:2019 Farby ta laky. Zakhyst vid koroziyi stalevykh konstruktsiy zakhysnymy lakofarbovymy systemamy. Chastyna 2. Klasyfikatsiya seredovyshch (ISO 12944-2:2017, IDT).

  16. Cunat P.J. (2001) Corrosion resistance of stainless steels in soils and in concrete. The plenary days of the committee on the study of pipe corrosion and protection. Ceocor, Biarritz. https://www.euro-inox.org

  17. Hepfner J.J. (2001) Statewide corrosivity study on corrugated steel culvert pipe. Report No FHWA/MT-01-001/8148. U.S. Department of Transportation/Federal Highway Administration, The State of Montana.

  18. Gassman S.L. (2005) Specifications for culvert pipe used in SCDOT highway applications. S Carolina Dep Transport Fed Highw Adm Univ S Carolina, Columbia.

  19. Design Criteria for Rehabilitation of Circular Corrugated Metal Culverts. Transport and Main Roads, September 2013.

Share
Facebook
Twitter
LinkedIn
Email
Telegram
Viber
WhatsApp

https://doi.org/10.33744/0365-8171-2022-111-164-173

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