Utilization of Recycled Fine-Ground Concrete from Railway Sleepers for Production of Cement-Based Binder

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The environmental awareness and potential cost reduction have promoted the recycling of materials in civil engineering. This paper is dealing with the recycling and secondary use of old concrete railway sleepers for reconstruction of old railway lines. In particular, it is focused on the investigation of material properties of a binder prepared from finely crushed old concrete sleepers. This material could be used for strengthening of subsoil and embankments supporting the railway structures. The study shows that the compressive and bending strength of the investigated material is sufficient for this purpose and that the strength can be further increased by suitable curing conditions. These findings could contribute to the utilization of old concrete sleepers during railway reconstructions and safe money spent for the purchase of new materials and disposal of old sleepers.

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323-326

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December 2013

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] M. Krejčiřík, Recycling von Betonschwellen bei der Tschechoslowakischen Staatsbehn. In: Eisenbahningenieur, No 37, 1986, Frankfurt am Mein, pp.69-71, ISSN 0013-2810.

Google Scholar

[2] M. Lidmila, L., Horníček, L., Recycled concrete as a substitution for natural crushed aggregate used in a sub-ballast layer of track bed. In: EURO-ŽEL 2011 Recent Challenges for European Railways, Brno: Tribun EU s. r. o., 2011, pp.401-407.

Google Scholar

[3] T. C. Hansen, Recycling of Demolished Concrete and Masonry. RILEM, Report 6, E & FN Spon, London, 1992, p.135.

Google Scholar

[4] P. Zlámal, P. K. Kulísek, Možnost využití betonového recyklátu k přípravě cementu, Sborník Recycling 2008, VUT v Brně 2008, pp.110-113.

Google Scholar

[5] L. Horníček, P. Tyc, M. Lidmila, H. Krejčiříková, P. Jasanský, P. Břešt'ovský, P., An investigation of the effect of under-ballast reinforcing geogrids in laboratory and operating conditions, Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 224 (4), pp.269-277.

DOI: 10.1243/09544097jrrt330

Google Scholar

[6] H. Krejcirikova, M. Lidmila, Experimental and mathematical analysis of a multi-layer system of railway track, Komunikacie 6 (3), 2004, pp.44-46.

DOI: 10.26552/com.c.2004.3.44-46

Google Scholar

[7] P. Padevět, P., Tesárek, T. Plachý, T., Evolution of mechanical properties of gypsum in time International Journal of Mechanics 5 (1), 2001, pp.1-9.

Google Scholar

[8] O. Zobal, P. Padevět, P. M., Lidmila, P. Tesárek, P., Možnosti recyklace betonu, In: Betonářské dny 2010. Praha: Česká betonářská společnost ČSSI, 2010, díl 1, pp.491-494.

Google Scholar

[9] O. Zobal, Vliv teploty na materiálové vlastnosti cementové pasty, Diplomová práce, ČVUT v Praze 2010, pp.12-25.

Google Scholar

[10] P. Tesárek, J. Němeček, Microstructures and micro-mechanical study of gypsum, Chemické Listy 105 (17), 2011, pp.852-853.

Google Scholar

[11] P. Tesárek, T. Plachý, P. Ryparová, J. Němeček, Micromechanical properties of different materials on gypsum basis, Chemicke Listy 106 (3), 2012, pp. s547-s548.

Google Scholar