Comprehensive Assessment of the Effectiveness of the Application of Foam and Extruded Polystyrene in the Railway Substructure

Author:

Ižvolt Libor1,Kardoš Ján2,Dobeš Peter1ORCID,Navikas Deividas34ORCID

Affiliation:

1. Department of Railway Engineering and Track Management, University of Žilina, Univerzitná 8215/1, 010 26 Žilina, Slovakia

2. Swietelsky-Slovakia spol. s r.o., 010 01 Žilina, Slovakia

3. Department of Mobile Machinery and Railway Transport, Vilnius Gediminas Technical University, 10223 Vilnius, Lithuania

4. Department of Automobiles Transport Engineering, Vilnius Technology and Design College, 10303 Vilnius, Lithuania

Abstract

This article presents the authors’ comprehensive evaluation of the application of specific foam thermal insulation materials, namely expanded polystyrene (EPS) and extruded polystyrene (XPS), within railway substructures. The assessment extends to real-world conditions on the tracks of Slovak Railways (ŽSR), which share substantial similarities with other countries’ railway networks. The assessment of structural composition and material selection considers these technical aspects, while technological feasibility and the environmental implications associated with material production, delivery, and incorporation into railway construction do not. Additionally, the thermal insulation materials’ qualities are compared against conventional railway substructure materials. In these conventional setups, the thermal insulation layer often incorporates crushed aggregate of specified fractions and parameters in line with legislative standards. This article complements previous research conducted at the University of Žilina, focusing on the application of various thermal insulation materials within railway substructures. These materials were both experimentally tested (scale of 1:1) and numerically modelled, with results previously published by the authors. The published works detail the utilisation of diverse thermal insulation materials in railway substructures, primarily evaluating two crucial technical parameters: the protection of the subgrade surface against adverse effects of frost and, secondarily, their impact on the deformation resistance of the railway substructure.

Funder

VEGA

European Regional Development Fund

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

Reference55 articles.

1. (2005). Slowak Railway Regulation TNŽ 73 6312, The Design of Structural Layers of Subgrade Structures, Directorate General of the Railways of the Slovak Republic. (In Slovak).

2. Vaslestad, J. (1989). Long-Term Behavior of Flexible Large-Span Culverts, Transportation Research Record.

3. Vaslestad, J., Johansen, T.H., and Holm, W. (1993). Load Reduction on Rigid Culverts Beneath High Fills: Long-Term Behavior, Transportation Research Record.

4. Nurmikolu, A., and Kolisoja, P. (2005, January 12–16). Extruded polystyrene (XPS) foam frost insulation boards in railway structures. Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Japan.

5. The influence of fine fractions content in non-cohesive soils on their compactibility and the CBR value;Chmielewski;J. Civ. Eng. Manag.,2019

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