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[1] VEGA 1/0756/12, Experimental monitoring and mathematical modelling of thermal regimeof railway subgrade structure. Scientific Research of Department of Railway Engineering,Faculty of Civil Engineering, University of Žilina, Žilina, available at http://svf.uniza.sk/kzsth. VEGA – Ministry of Education, Science & Research of the Slovak Republic, availableat http://www.minedu.sk, Bratislava, SK, 2012–2015. Accessed 9 November 2015.Accessed: November 9, 2015.
[2] Ižvolt, L., Dobeš, P. & Pitonˇák, M., Some experience and preliminary conclusions fromthe experimental monitoring of the temperature regime of subgrade structure. Proceedingsof the Computer in Railways XIV – Railway Engineering Design and Optimization,WIT Press, available at http://www.witpress.com, WIT Transactions on the BuiltEnvironment, 135, pp. 267–278, 2014. [Crossref]
[3] TNŽ 73 6312, The design of structural layers of subgrade structures, GR ŽSR, Slovakia,2005.
[4] S4 Railway substructure, Regulations of Slovak Railways ŽSR, 1999.
[5] Kupcˇuliak, P., Design and evaluation of railway subgrade structure of aspect of climaticload factors, Doctoral dissertation, Department of Railway Engineering and TrackManagement, Faculty of Civil Engineering, University of Žilina, 142 p., 2011.
[6] Dobeš, P., Optimization of the subgrade design for non-traffic load, Doctoral dissertation,Department of Railway Engineering and Track Management, Faculty of CivilEngineering, University of Žilina, available at http://svf.uniza.sk/kzsth, 136 p., 2015.Accessed: October 12, 2015.
[7] Hodas, S., Ižvol, L. & Dobeš, P., Preliminary results and conclusions from mathematicalmodelling of thermal regime of railway track structure. Proceedings of theCOMPRAIL 2016 – 15th International Conference on Railway Engineering Design &Operation, Madrid, Spain, WESSEX Institute of Technology, available at http://www.wessex.ac.uk, WIT Press, available at http://www.witpress.com, Southampton, UK,12p., 2016. Accessed: April 18, 2016.
[8] Trime Pico-profile Manual, available at http://www.imko.de/en/products/soilmoisture/soil-moisture-sensors/trimepicoipht3. Accessed: December 1, 2015.
[9] VEGA 1/0275/16, Design optimization of sleeper subgrade due to non-traffic loadaspect. Scientific Research of Department of Railway Engineering, Faculty of CivilEngineering, University of Žilina, Žilina, available at http://svf.uniza.sk/kzsth. VEGA– Ministry of Education, Science & Research of the Slovak Republic, available at http://www.minedu.sk, Bratislava, SK, 2016–2019. Accessed: February 23, 2016.
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Open Access
Research article

Preliminary Results and Conclusions from the Experimental Monitoring of Thermal Regime of Railway Track Structure

l. ižvolt,
p. dobeš,
m. pitoňák
Department of Railway Engineering and Track Management, Faculty of Civil Engineering, University of Žilina, Slovakia
International Journal of Transport Development and Integration
|
Volume 1, Issue 3, 2017
|
Pages 529-539
Received: N/A,
Revised: N/A,
Accepted: N/A,
Available online: N/A
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Abstract:

The article describes the preliminary results and conclusions of experimental monitoring of the thermal regime of railway track structure performed on the experimental stands (railway track models in 1:1). The purpose of this study was to optimize the structural thickness of the protective layer in the subgrade structure. The first part of the study describes the experimental stand design and methodology for monitoring the heat and humidity variations in the railway track structure. The following parts describe the results of verification of the thermal characteristics of the material incorporated into the model of the railway track and of its subgrade.

Keywords: climatic factors, experimental monitoring of thermal regime, railway track, subgrade dimensioning
Data Availability

The data used to support the findings of this study are available from the corresponding author upon request.

Conflicts of Interest

The authors declare that they have no conflicts of interest.

References
[1] VEGA 1/0756/12, Experimental monitoring and mathematical modelling of thermal regimeof railway subgrade structure. Scientific Research of Department of Railway Engineering,Faculty of Civil Engineering, University of Žilina, Žilina, available at http://svf.uniza.sk/kzsth. VEGA – Ministry of Education, Science & Research of the Slovak Republic, availableat http://www.minedu.sk, Bratislava, SK, 2012–2015. Accessed 9 November 2015.Accessed: November 9, 2015.
[2] Ižvolt, L., Dobeš, P. & Pitonˇák, M., Some experience and preliminary conclusions fromthe experimental monitoring of the temperature regime of subgrade structure. Proceedingsof the Computer in Railways XIV – Railway Engineering Design and Optimization,WIT Press, available at http://www.witpress.com, WIT Transactions on the BuiltEnvironment, 135, pp. 267–278, 2014. [Crossref]
[3] TNŽ 73 6312, The design of structural layers of subgrade structures, GR ŽSR, Slovakia,2005.
[4] S4 Railway substructure, Regulations of Slovak Railways ŽSR, 1999.
[5] Kupcˇuliak, P., Design and evaluation of railway subgrade structure of aspect of climaticload factors, Doctoral dissertation, Department of Railway Engineering and TrackManagement, Faculty of Civil Engineering, University of Žilina, 142 p., 2011.
[6] Dobeš, P., Optimization of the subgrade design for non-traffic load, Doctoral dissertation,Department of Railway Engineering and Track Management, Faculty of CivilEngineering, University of Žilina, available at http://svf.uniza.sk/kzsth, 136 p., 2015.Accessed: October 12, 2015.
[7] Hodas, S., Ižvol, L. & Dobeš, P., Preliminary results and conclusions from mathematicalmodelling of thermal regime of railway track structure. Proceedings of theCOMPRAIL 2016 – 15th International Conference on Railway Engineering Design &Operation, Madrid, Spain, WESSEX Institute of Technology, available at http://www.wessex.ac.uk, WIT Press, available at http://www.witpress.com, Southampton, UK,12p., 2016. Accessed: April 18, 2016.
[8] Trime Pico-profile Manual, available at http://www.imko.de/en/products/soilmoisture/soil-moisture-sensors/trimepicoipht3. Accessed: December 1, 2015.
[9] VEGA 1/0275/16, Design optimization of sleeper subgrade due to non-traffic loadaspect. Scientific Research of Department of Railway Engineering, Faculty of CivilEngineering, University of Žilina, Žilina, available at http://svf.uniza.sk/kzsth. VEGA– Ministry of Education, Science & Research of the Slovak Republic, available at http://www.minedu.sk, Bratislava, SK, 2016–2019. Accessed: February 23, 2016.
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Ižvolt, L., Dobeš, P., & Pitoňák, M. (2017). Preliminary Results and Conclusions from the Experimental Monitoring of Thermal Regime of Railway Track Structure. Int. J. Transp. Dev. Integr., 1(3), 529-539. https://doi.org/10.2495/TDI-V1-N3-529-539
L. Ižvolt, P. Dobeš, and M. Pitoňák, "Preliminary Results and Conclusions from the Experimental Monitoring of Thermal Regime of Railway Track Structure," Int. J. Transp. Dev. Integr., vol. 1, no. 3, pp. 529-539, 2017. https://doi.org/10.2495/TDI-V1-N3-529-539
@research-article{Ižvolt2017PreliminaryRA,
title={Preliminary Results and Conclusions from the Experimental Monitoring of Thermal Regime of Railway Track Structure},
author={L. IžVolt and P. Dobeš and M. PitoňáK},
journal={International Journal of Transport Development and Integration},
year={2017},
page={529-539},
doi={https://doi.org/10.2495/TDI-V1-N3-529-539}
}
L. IžVolt, et al. "Preliminary Results and Conclusions from the Experimental Monitoring of Thermal Regime of Railway Track Structure." International Journal of Transport Development and Integration, v 1, pp 529-539. doi: https://doi.org/10.2495/TDI-V1-N3-529-539
L. IžVolt, P. Dobeš and M. PitoňáK. "Preliminary Results and Conclusions from the Experimental Monitoring of Thermal Regime of Railway Track Structure." International Journal of Transport Development and Integration, 1, (2017): 529-539. doi: https://doi.org/10.2495/TDI-V1-N3-529-539
IŽVOLT L， DOBEŠ P， PITOŇÁK M. Preliminary Results and Conclusions from the Experimental Monitoring of Thermal Regime of Railway Track Structure[J]. International Journal of Transport Development and Integration， 2017， 1(3)： 529-539. https://doi.org/10.2495/TDI-V1-N3-529-539