Analysis of the highway tunnels monitoring using an optical fiber implemented into primary lining

Author:

Fajkus Marcel1,Nedoma Jan1,Mec Pavel2,Hrubesova Eva3,Martinek Radek4,Vasinek Vladimir1

Affiliation:

1. Department of Telecommunications, Faculty of Electrical Engineering and Computer Science , VSB - Technical University of Ostrava , 17. listopadu 15/2172, 708 33 Ostrava , Czech Republic

2. Department of Building Materials and Diagnostics of Structures, Faculty of Civil Engineering , VSB - Technical University of Ostrava , 17. listopadu 15/2172, 708 33 Ostrava , Czech Republic

3. Department of Geotechnics and Underground Engineering, Faculty of Civil Engineering , VSB - Technical University of Ostrava , 17. listopadu 15/2172, 708 33 Ostrava , Czech Republic

4. Department of Cybernetics and Biomedical Engineering, Faculty of Electrical Engineering and Computer Science , VSB - Technical University of Ostrava , 17. listopadu 15/2172, 708 33 Ostrava , Czech Republic

Abstract

Abstract This article is focused on the analysis of the use of distributed fibre-optic technology for security monitoring of road tunnel and motorway tunnel structural load. The authors focused on the measurements of deformation utilizing Brillouin Time Domain Reflectometry (BOTDR). The principle is based on the measurement of stimulated Brillouin scattering. The article describes and analyses real measurements within a period of 5 months, which were carried out during the tunnelling and the whole process of building a new tunnel in Žilina, Slovakia. The performed experimental measurements were carried out using a standard optic telecommunication cable with water-absorbing aramid yarns and a jacket with a diameter of 4.2 mm. The contribution of this article lies in the introductory analysis of the implementation and use of the fibre-optic technology for security monitoring of road tunnel and motorway tunnel structural load.

Publisher

Walter de Gruyter GmbH

Reference42 articles.

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3. [3] G. C. Cho, J. H. Lee, K. I. Song and S. R. Lee, Proceedings of the World Tunnel Congress, 2007.

4. [4] J. Singer, H. Grafinger and K. Thuro, “Monitoring the Deformation of a Temporary Top Heading Invert using Time Domain Reflectometry”, Geomech. und Tunnelbau, vol. 2, no. 3, pp. 238–249, 2009.

5. [5] R. Farrell, R. Mair, A. Sciotti and A. Pigorini, “Building Response to Tunnelling”, Soils Found., vol. 54, no. 3, pp. 269–279, 2014.10.1016/j.sandf.2014.04.003

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