Advantages of using CONCRETE CANVAS materials in railway track construction

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Authors:


B.Eller, orcid.org/0000-0001-7253-1757, Szechenyi Istvan University, Gyor, Hungary; University of Pecs, Pecs, Hungary

S.Szalai, orcid.org/0000-0001-6440-1135, Szechenyi Istvan University, Gyor, Hungary

M.Sysyn, orcid.org/0000-0001-6893-0018, Institute of Railway Systems and Public Transport, TU Dresden, Dresden, the Federal Republic of Germany

D.Harrach, orcid.org/0000-0003-4819-8506, Szechenyi Istvan University, Gyor, Hungary

J.Liu, orcid.org/0000-0002-4779-7761, China Railway First Group Xinyun Engineering Co., Ltd, Xi’an, the People’s Republic of China

S.Fischer*, orcid.org/0000-0001-7298-9960, Szechenyi Istvan University, Gyor, Hungary, e-mail: This email address is being protected from spambots. You need JavaScript enabled to view it.

* Corresponding author e-mail: This email address is being protected from spambots. You need JavaScript enabled to view it.


повний текст / full article



Naukovyi Visnyk Natsionalnoho Hirnychoho Universytetu. 2024, (1): 050 - 057

https://doi.org/10.33271/nvngu/2024-1/050



Abstract:



Purpose.
Justification of the feasibility of using new types of drainage materials, such as Concrete Canvas (CC), under the upper structure of the railway permanent way.


Methodology.
The tasks were solved by a complex research method, including analysis and generalization of literary and patent sources, analytical, experimental studies, using computer and mathematical modeling methods. Tests were conducted with and without the CC layer in a multi-level shear box. After the shear test, the specimens were also tested for load-bearing capa­city (E2, according to the Hungarian standard) and particle breakage. The contact surface between the bottom of the ballast and the CC was measured using a precision 3D laser scanner (GOM ATOS) and visualized graphically using AutoCAD software.


Findings.
Experimental testing of the vertical load during connection and analysis compared with the test results of geocomposite/geogrid structures, internal shear resistance, and other parameters proved the structure’s higher load-bearing capacity with the CC layer. Based on the results, the Concrete Canvas structure provides higher reinforcement than the average geogrid type.


Originality.
The advantages of using new Concrete Canvas materials in the structure of a railway track have been demonstrated for the first time to provide greater internal shear resistance than the average for geogrids.


Practical value.
These results may provide primary data for using Concrete Canvas in railway tracks and superstructures in the future.



Keywords:
railway, Concrete Canvas, ballasted track, inner shear resistance, geogrid, GOM ATOS

References.


1. Gáspár, L., Horvát, F., & Lublóy, L. (2011). Lifetime of transport infrastructure facilities. Győr: Universitas-Győr Nonprofit Kft.

2. Kurhan, M. B., Kurhan, D. M., Husak, M. A., & Hmelevska, N. (2022). Increasing the efficiency of the railway operation in the specialization of directions for freight and passenger transportation. Acta Polytechnica Hungarica, 19(3), 231-244. https://doi.org/10.12700/APH.19.3.2022.3.18.

3. Taran, I., & Litvin, V. (2018). Determination of rational parameters for urban bus route with combined operating mode. Transport Problems, 13(4), 157-171. https://doi.org/10.20858/tp.2018.13.4.14.

4. Saukenova, I., Oliskevych, M., Taran, I., Toktamyssova, A., Aliakbarkyzy, D., & Pelo, R. (2022). Optimization of schedules for early garbage collection and disposal in the megapolis. Eastern-European Journal of Enterprise Technologies, 1(3-115), 13-23. https://doi.org/10.15587/1729-4061.2022.251082.

5. Taran, I., & Bondarenko, A. (2017). Conceptual approach to select parameters of hydrostatic and mechanical transmissions for wheel tractors designed for agricultural operations. Archives of transport41(1), 89-100. https://doi.org/10.5604/01.3001.0009.7389.

6. Czinder, B., Vásárhelyi, B., & Török, Á. (2021). Long-term abrasion of rocks assessed by micro-Deval tests and estimation of the abrasion process of rock types based on strength parameters. Engineering Geology, 282, 105996. https://doi.org/10.1016/j.enggeo.2021.105996.

7. Shehu, S. A., Yusuf, K. O., Zabidi, H., Jimoh, O. A., & Ha­shim, M. H. M. (2023). Blasting efficiency in granite aggregate quarry based on the combined effects of fragmentation and weighted environmental hazards. Mining of Mineral Deposits, 17(1), 120-128. https://doi.org/10.33271/mining17.01.120.

8. Haddad, J., Alfaqs, F., Al-quraan, T., & Ikhries, I.I. (2023). Investigation of vibrating jaw crusher experimental variables. Mining of Mineral Deposits, 17(3), 49-55. https://doi.org/10.33271/mining17.03.049.

9. Károlyfi, K. (2017). The effect of saturation degree of cement paste on fair-faced concrete surfaces. Építöanyag, (2), 55. https://doi.org/10.14382/epitoanyag-jsbcm.2017.10.

10. Kuchak, A. J. T., Marinkovic, D., & Zehn, M. (2020). Finite element model updating – Case study of a rail damper. Structural Engineering and Mechanics, 73(1), 27-35. https://doi.org/10.12989/sem.2020.73.1.027.

11. Kuchak, A. J. T., Marinkovic, D., & Zehn, M. (2021). Parametric Investigation of a Rail Damper Design Based on a Lab-Scaled Model. Journal of Vibration Engineering and Technologies, 9(1), 51-60. https://doi.org/10.1007/s42417-021-00341-7.

12. Szabó, V. A., & Dogossy, G. (2020). Investigation of flame retardant rPET foam. Periodica Polytechnica Mechanical Engineering, 64(1), 81-87. https://doi.org/10.3311/PPme.14556.

13. Taran, I., & Klymenko, I. (2017). Analysis of hydrostatic mechanical transmission efficiency in the process of wheeled vehicle braking. Transport Problems, 12(Special Edition), 45-56. https://doi.org/10.20858/tp.12.se.4.

14. Szabó, V. A., & Dogossy, G. (2017). Recycling of mineral water bottles with chemical foaming. Acta Technica Jaurinensis, 10(2), 157-167. https://doi.org/10.14513/actatechjaur.v10.n2.446.

15. Fendrich, L., & Fengler, W. (2013). Handbuch Eisenbahninfrastruktur. Berlin: Springer Vieweg, Springer-Verlag.

16. Concrete Canvas Ltd., Data Sheet (2023, October 31). Retrieved from https://www.concretecanvas.com/uploads/CC-Data-Sheet-1.pdf.

17. Nagy, R. (2017). Description of rail track geometry deterioration process in Hungarian rail lines No. 1 and No. 140. Pollack Periodica. 12(3), 141-156. https://doi.org/10.1556/606.2017.12.3.13.

18. Nagy, R., & Horvát, F. (2021). Indirect determination of the measurement accuracy of the FMK-004 track geometry measuring car used on Hungarian rail network. IOP Conference Series: Materials Science and Engineering – Computational Civil Engineering (CCE 2021), Iasi, Romania, 27–29 May, 2021, 012022. https://doi.org/10.1088/1757-899X/1141/1/012022.

19. Eller, B., Szalai, S., Movahedi, M. R., Fekete, I., Harrach, D., Baranyai, G., …, & Fischer, S. (2023). Examination of Concrete Canvas under Quasi-Realistic Loading by Computed Tomography. Infrastructures, 8(2), 23. https://doi.org/10.3390/infrastructures8020023.

20. Das, B. M. (2016). Use of geogrid in the construction of railroads. Innovative Infrastructure Solutions, 1, 1-12. https://doi.org/10.1007/s41062-016-0017-8.

21. Tensar Brochure – Mechanical stabilisation of track ballast and sub-ballast (2023, October, 31). Retrieved from: https://www.scribd.com/document/537313092/Tensar-Railways.

22. European Commission, Mobility and Transport (2022, November 30). Retrieved from: https://transport.ec.europa.eu/transport-themes/infrastructure-and-investment_en.

23. Magyar Építéstechnika (2023, October 31). Online journal on construction. Retrieved from https://magyarepitestechnika.hu/index.php/epitoanyagok/innovacioval-az-utrehabilitaciokhoz/.

24. Khairallah, D., Blanc, J., Cottineau, L. M., Hornych, P., Piau, J. M., Pouget, S., …, & Savin, F. (2019). Monitoring of railway structures of the high speed line BPL with bituminous and granular sublayers. Construction and Building Materials, 211, 337-348. https://doi.org/10.1016/j.conbuildmat.2019.03.084.

25. Rakowski, Z. (2017). An Attempt of the Synthesis of Recent Knowledge About Mechanisms Involved in Stabilization Function of Geogrids in Infrastructure Constructions. Procedia Engineering, 189, 166-173. https://doi.org/10.1016/j.proeng.2017.05.027.

26. Fischer, S. (2023). Evaluation of inner shear resistance of layers from mineral granular materials. Facta Universitas: Mechanical Engineering. https://doi.org/10.22190/FUME230914041F.

27. Eller, B., Szalai, S., Sysyn, M., Harrach, D., Liu, J., & Fischer, S. (2023). Inner shear resistance increasing effect of Concrete Canvas in ballasted railway tracks. Naukovyi Visnyk Natsionalnoho Hirnychoho Universytetu, (2), 64-70. https://doi.org/10.33271/nvngu/2023-2/064.

28. Hungarian Standards Institute (2003). MSZ EN 13450:2003. Aggregates for railway ballast. Retrieved from https://ugyintezes.mszt.hu/webaruhaz/szabvany-adatok?standard=109857.

29. Fischer, S. (2017). Breakage Test of Railway Ballast Materials with New Laboratory Method. Periodica Polytechnica Civil Engineering, 61(4), 794-802. https://doi.org/10.3311/PPci.8549.

30. R-Design Studio, ATOS 5 (2023, October 31). Metrology. Retrieved from: https://r-design.hu/merorendszerek-szoftverek/atos/atos-5/.

31. International Organization for Standardization (2017). ISO 1101:2017. Geometrical product specifications (GPS) — Geometrical tolerancing — Tolerances of form, orientation, location and run-out. Retrieved from https://www.iso.org/obp/ui#iso:std:iso:1101:ed-4:v1:en.

32. Lichtberger, B. (2005). Track compendium. Hamburg: Eurailpress Tetzlaff-Hestra GmbH & Co. KG.

33. Hungarian Standards Institute (1989). Bearing capacity test on pavement structures. Plate bearing test (MSZ 2509-3:1989). Retrieved from https://ugyintezes.mszt.hu/webaruhaz/szabvany-adatok?standard= 90404.

 

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