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Received 28.01.2025

Revised 17.05.2025

Accepted 24.06.2025

Retrieved from Iss. 117, P. 2, 2025

Pages 63 -71

  • 230 Views

Suggested citation

Demianyuk, A., Lutsko, S., Pavluk, A., Supruniuk, V., & Fursovych, M. (2025). STUDY OF THE IMPACT OF SEEPAGE AND STRUCTURAL DEFORMATIONS ON THE OPERATIONAL SUITABILITY OF A CULVERT PERFORMANCE. Automobile Roads and Road Construction, (117.2), 63-71. https://doi.org/10.33744/0365-8171-2025-117.2-063-071

STUDY OF THE IMPACT OF SEEPAGE AND STRUCTURAL DEFORMATIONS ON THE OPERATIONAL SUITABILITY OF A CULVERT PERFORMANCE

Alla Demianyuk Serhii Lutsko Andrii Pavluk Volodymyr Supruniuk Myhailo Fursovych

Abstract

Culverts are among the most common artificial structures on highways. Design and inspection practices indicate frequent cases of improper maintenance. Furthermore, instances of complete lack of culvert maintenance are not uncommon. Such issues lead to specific defects and damages, often including various types of deformations, such as displacements, deflections, and shifts. When water flow through the culvert is not maintained, filtration deformations may also occur. Over time, the combination of these types of deformations leads to a range of negative consequences. This study examines the impact of filtration and structural deformations using a real-world culvert as a case study. The characteristics of the culvert and its location are detailed, along with the defects and damages that have arisen, including those due to improper maintenance. Analysis of the culvert's condition highlights the importance of proper design to ensure mechanical resistance and stability. A technical assessment was conducted for specific elements of the structure as well as the structure as a whole. Considering the current condition, local terrain characteristics, and water flow rates, key potential failure scenarios for the culvert have been identified, including embankment collapse, water overflow, culvert section damage, and road collapse. The extent of deformation in the structural elements of the reinforced concrete culvert significantly affects its technical condition and water throughput capacity. Exceeding standard deformation values and the lack of systematic inspection and maintenance collectively lead to irreversible negative consequences, hindering the culvert's proper operation

Keywords:

technical condition, culvert, road embankment, headwall, deformations of structural elements, filtration deformations

References

  1. Sushkov, V.F., Vatulja, L.P., & Litvinov, M.M. (1999). Instructions for the maintenance of artificial structures. Kyiv: Transport of Ukraine.
  2. Luchko, Y.Y., & Rasponov, O.S. (2010). Construction and operation of artificial structures. Lviv: Kamenyar.
  3. Boichuk, V.S. (2002). Road worker's handbook. Kyiv: Urozhai.
  4. DSTU B V.2.3-24:2009. (2009). Road pipes. Inspection and assessment of technical condition. Kyiv.
  5. DBN V.2.3-6:2009. (2009). Transport structures. Bridges and pipes. Inspection and testing. Kyiv: Ministry of Regional Development, Construction and Housing and Communal Services of Ukraine.
  6. DSTU 9123:2021. (2021). Guidelines for inspection and testing of bridges and pipes. Kyiv.
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https://doi.org/10.33744/0365-8171-2025-117.2-063-071

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