Investigating the influence of the diameter of a fiberglass pipe on the deformed state of railroad transportation structure "embankment-pipe"

Authors

DOI:

https://doi.org/10.15587/1729-4061.2022.254573

Keywords:

subgrade, fiberglass pipe, railroad track, horizontal and vertical deformations, equivalent load

Abstract

This paper has analyzed the use of fiberglass pipes in the body of the railroad embankment by a method of pushing them through the subgrade.

A flat rod model has been improved for assessing the deformed state of the transport structure "embankment-fiberglass pipe" by a method of forces when replacing the cross-section of the pipe with a polygonal one.

The analytical model accounts for the interaction between the pipe and soil of the railroad embankment. To this end, radial and tangential elastic ligaments are introduced into the estimation scheme, which make it possible to simulate elastic soil pressure, as well as friction forces that occur when the soil comes into contact with the pipe.

The deformed state of the transport structure "embankment-fiberglass pipe" was calculated by the method of forces and by a finite-element method under the action of load from the railroad rolling stock, taking into consideration the different cross-sections of the pipe.

It has been established that with an increase in the diameter of the fiberglass pipe, the value of deformations of the subgrade and fiberglass pipe increases. With a pipe diameter of 1.0 m, the deformation value in the vaulted pipe is 2.12 mm, and with a pipe diameter of 3.6 m – 4.16 mm. At the same time, the value of deformations of the subgrade under the sleeper is 5.2 mm and 6.0 mm, respectively.

It was determined that the maximum deformations of the subgrade, which occur above the pipe, with a pipe diameter of 3.6 m, are 4.46 mm. At the same time, the maximum vertical deformations of a fiberglass pipe arise in the pipe vault and, with a pipe diameter of 3.6 m, are 4.16 mm.

It has been established that the maximum horizontal deformations of the subgrade occur at points of horizontal diameter of the fiberglass pipe while the minimal horizontal deformations of the subgrade occur at points lying on the vertical diameter of the pipe

Author Biographies

Vitalii Kovalchuk, Lviv Institute of Ukrainian State University of Science and Technology

Doctor of Technical Sciences, Associate Professor

Department of Rolling Stock of Railways and Tracks

Yuliya Sobolevska, Lviv Institute of Ukrainian State University of Science and Technology

PhD, Аssociate Professor, Dean

Department of General Engineering Training of Railway Transport Specialists

Artur Onyshchenko, National Transport University

Doctor of Technical Sciences, Associate Professor

Department of Bridges and Tunnels

Olena Bal, Lviv Research Institute of Forensic Expertise of the Ministry of Justice of Ukraine

PhD, Associate Professor

Ivan Kravets, Lviv Institute of Ukrainian State University of Science and Technology

PhD, Lecturer

Department of General Engineering Training of Railway Transport Specialists

Andriy Pentsak, Lviv Polytechnic National University

PhD, Associate Professor

Department of Construction Technologies

Bogdan Parneta, Lviv Polytechnic National University

PhD, Associate Professor

Department of Construction Technologies

Andriy Kuzyshyn, Lviv Research Institute of Forensic Expertise of the Ministry of Justice of Ukraine

Doctor of Philosophy

Vladyslav Boiarko, Lviv Institute of Ukrainian State University of Science and Technology

Lecturer

Department of Rolling Stock of Railways and Tracks

Oleh Voznyak, Lviv Research Institute of Forensic Expertise of the Ministry of Justice of Ukraine

PhD

References

  1. ,000 mm GRP culverts jacked under railway. Available at: https://www.plastics.gl/market/3000-mm-grp-culverts-jacked-under-railway/
  2. Machelski, C. (2016). Steel plate curvatures of soil-steel structure during construction and exploatition. Roads and Bridges - Drogi i Mosty, 15 (3), 207–220. doi: https://doi.org/10.7409/rabdim.016.013
  3. Mistewicz, M. (2019). Risk assessment of the use of corrugated metal sheets for construction of road soil-shell structures. Roads and Bridges-Drogi i Mosty, 18 (2), 89–107. doi: https://doi.org/10.7409/rabdim.019.006
  4. Bęben, D. (2013). Evaluation of backfill corrosivity around steel road culverts. Roads and Bridges – Drogi i Mosty, 12 (3), 255–268. doi: https://doi.org/10.7409/rabdim.013.018
  5. Gera, B., Kovalchuk, V. (2019). A study of the effects of climatic temperature changes on the corrugated structure. Eastern-European Journal of Enterprise Technologies, 3 (7 (99)), 26–35. doi: https://doi.org/10.15587/1729-4061.2019.168260
  6. Kovalchuk, V., Kovalchuk, Y., Sysyn, M., Stankevych, V., Petrenko, O. (2018). Estimation of carrying capacity of metallic corrugated structures of the type Multiplate MP 150 during interaction with backfill soil. Eastern-European Journal of Enterprise Technologies, 1 (1 (91)), 18–26. doi: https://doi.org/10.15587/1729-4061.2018.123002
  7. Esmaeili, M., Zakeri, J. A., Abdulrazagh, P. H. (2013). Minimum depth of soil cover above long-span soil-steel railway bridges. International Journal of Advanced Structural Engineering, 5 (1), 7. doi: https://doi.org/10.1186/2008-6695-5-7
  8. Kovalchuk, V., Hnativ, Y., Luchko, J., Sysyn, M. (2020). Study of the temperature field and the thermo-elastic state of the multilayer soil-steel structure. Roads and Bridges - Drogi i Mosty, 19 (1), 65–78. doi: https://doi.org/10.7409/rabdim.020.004
  9. Machelski, C., Janusz, L., Czerepak, A. (2016). Estimation of Stress in the Crown of Soil-Steel Structures Based on Deformations. Journal of Traffic and Transportation Engineering, 4, 186–193. doi: https://doi.org/10.17265/2328-2142/2016.04.002
  10. Machelski, C., Mumot, M. (2016). Corrugated Shell Displacements During the Passage of a Vehicle Along a Soil-Steel Structure. Studia Geotechnica et Mechanica, 38 (4), 25–32. doi: https://doi.org/10.1515/sgem-2016-0028
  11. Kovalchuk, V., Sysyn, M., Hnativ, Y., Onyshchenko, A., Koval, M., Tiutkin, O., Parneta, M. (2021). Restoration of the Bearing Capacity of Damaged Transport Constructions Made of Corrugated Metal Structures. The Baltic Journal of Road and Bridge Engineering, 16 (2), 90–109. doi: https://doi.org/10.7250/bjrbe.2021-16.529
  12. Sysyn, M., Kovalchuk, V., Gerber, U., Nabochenko, O., Pentsak, A. (2020). Experimental study of railway ballast consolidation inhomogeneity under vibration loading. Pollack Periodica, 15 (1), 27–36. doi: https://doi.org/10.1556/606.2020.15.1.3
  13. Kovalchuk, V., Luchko, J., Bondarenko, I., Markul, R., Parneta, B. (2016). Research and analysis of the stressed-strained state of metal corrugated structures of railroad tracks. Eastern-European Journal of Enterprise Technologies, 6 (7 (84)), 4–9. doi: https://doi.org/10.15587/1729-4061.2016.84236
  14. Goddard, D. (2014). Polimernye truby v dorozhnom stroitel'stve: 50 let evolyutsii i rosta. Polimernye truby, 1 (43), 58–61.
  15. ASTM F405. Standard Specification for Corrugated Polyethylene (PE) Pipe and Fittings (2013). Available at: https://global.ihs.com/doc_detail.cfm?document_name=ASTM%20F405&item_s_key=00020792
  16. AASHTO M 252. Standard Specification for Corrugated Polyethylene Drainage Pipe. Available at: https://standards.globalspec.com/std/14289640/AASHTO%20M%20252
  17. Jafari, N. H., Ulloa, H. O. (2020). Literature Search on Use of Flexible Pipes in Highway Engineering for DOTD’s Needs. FHWA/LA.17/638. Dept. of Civil and Environmental Engineering Louisiana State University, 63.
  18. Specification for Pipe Subsoil Drain Construction. Available at: https://www.nzta.govt.nz/assets/resources/pipe-subsoil-drain-const/docs/pipe-subsoil-drain-const.pdf
  19. Specification for pipe culvert construction. Available at: https://www.nzta.govt.nz/assets/resources/pipe-culvert-const/docs/pipe-culvert-const-2010-12.pdf
  20. AS 2439.1. Perforated plastics drainage and effluent pipe and fittings. Part 1: Perforated drainage pipe and associated fittings. Available at: https://www.saiglobal.com/pdftemp/previews/osh/as/as2000/2400/2439.1-2007.pdf
  21. The Auckland Code of Practice for Land Development and Subdivision. Chapter 4 – Stormwater. Version 3.0 (2022). Available at: https://content.aucklanddesignmanual.co.nz/regulations/codes-of-practice/Documents/SW-CoP-v3-January-2022.pdf
  22. Manual. Road Drainage Chapter 9: Culvert Design (2019). The State of Queensland (Department of Transport and Main Roads). Available at: https://www.tmr.qld.gov.au/-/media/busind/techstdpubs/Hydraulics-and-drainage/Road-drainage-manual/Chapter9.pdf?la=en
  23. Kang, J., Jung, Y., Ahn, Y. (2013). Cover requirements of thermoplastic pipes used under highways. Composites Part B: Engineering, 55, 184–192. doi: https://doi.org/10.1016/j.compositesb.2013.06.025
  24. Shil’ko, S. V., Ryabchenko, T. V., Gavrilenko, S. L., Naumov, M. A., Naumova, N. Yu. (2019). Analysis of degradation of mechanical properties of fiberglass in water environment during pipeline operation. Actual Problems of Machine Science, 8, 59–62. Available at: https://www.researchgate.net/publication/337289716_Analysis_of_Degradation_of_Mechanical_Properties_of_Fiberglass_in_Water_Environment_during_Pipeline_Operation_in_Russian_Analiz_degradacii_mehaniceskih_svojstv_stekloplastika_v_vodnoj_srede_pri_eksplu
  25. Brinkgreve, R. B. J., Vermeer, P. A. (2002). PLAXIS (version 8) user’s manual. Delft University of Technology and PLAXIS BV.

Downloads

Published

2022-04-28

How to Cite

Kovalchuk, V., Sobolevska, Y., Onyshchenko, A., Bal, O., Kravets, I., Pentsak, A., Parneta, B., Kuzyshyn, A., Boiarko, V., & Voznyak, O. (2022). Investigating the influence of the diameter of a fiberglass pipe on the deformed state of railroad transportation structure "embankment-pipe" . Eastern-European Journal of Enterprise Technologies, 2(7 (116), 35–43. https://doi.org/10.15587/1729-4061.2022.254573

Issue

Section

Applied mechanics