Maintenance and rehabilitation of tunnels in Brazil

Authors

  • Anna Laura Nunes Programa de Engenharia Civil, COPPE-Universidade Federal do Rio de Janeiro, Rio de Janeiro, Brasil.
  • Marcelo Gomes Rios Filho GEOPHI Engenharia, Rio de Janeiro, Brasil

DOI:

https://doi.org/10.14195/2184-8394_152_2

Keywords:

Maintenance, Inspection, Rehabilitation Measures

Abstract

Tunnels are fundamental in transport infrastructure, services and other sectors and activities of modern societies. Built with different technics in different times and environments, the tunnels pose many challenges associated to long operational periods, such as the structure deterioration, material weathering, and evolution of safety requirements. Ensuring the continuous and efficient use of these assets requires management and maintenance of the structure, as well as technical knowledge of their characteristics and behavior over time. This paper provides an overview of the importance of management and maintenance of old and recent tunnels, offering guidance for inspections, and identification of pathologies, mechanisms of changes in the structure and surroundings, typical intervention techniques for the mitigation of problems. The subject is illustrated with several practical cases of old and recent tunnels. The anomalies that have been identified and treated, ensuring a longer service life and safe operation of the structures.

Downloads

Download data is not yet available.

References

Barton, N.; Grimstad, E. (2014). Forty Years with the Q-System in Norway and Abroad. Geoteknikk, pp. 4.1 - 4.25.

Bieniawski, Z. T. (1993). Classification of Rock Masses for Engineering: The RMR System and Future Trends. Comprehensive Rock Engineering - Principles, Practice & Projects, V3, pp. 553-573, Pergamon Press.

Bilfinger, W. (2005). Impermeabilization Versus Drainage - Some Considerations Regarding Lining Loads. Felsbau Rock and Soil Engineering, Vol. 3, pp. 55-61.

CBT (2006). Túneis do Brasil - Tunneling in Brazil. Ed. Celestino et al., DBA Artes Gráficas, Comitê Brasileiro de Túneis, CBT, 322 p.

Celestino, T.B. (2005). Shotcrete and Waterproofing for Operational Tunnels. Working Group N°12 Shotcrete Use, 5p.

CETU (2015a). Road Tunnel Inspection Guide Book 1. Centre d'Etudes des Tunnels, Ministère de l'Equipement des Transports et du Logement et Direction des Routes, France, 132 p.

CETU (2015b). Road Tunnel Inspection Guide Book 2. Centre d'Etudes des Tunnels, Ministère de l'Equipement des Transports et du Logement et Direction des Routes, France, 140 p.

CIRIA (2009). Tunnels inspection assessment and maintenance. Report C671, Construction Industry Research and Information Association, 504 p.

Feng, X. (2017). Rock Mechanics and Engineering, V4: Excavation, Support and Monitoring. CRC Pres, 728 p.

FHWA (2005). Highway and Rail Transit Maintenance and Rehabilitation Manual. Federal Highway Adm. and Federal Transit Adm., FHWA-IF-05-017, Washington, DC, 276 p.

FHWA (2015). Tunnel Operations, Maintenance, Inspection and Evaluation Manual, TOMIE Manual, Federal Highway Adm. and Federal Transit Adm., Bergeson & Ernst, 263 p.

GEOPHI (2017a). Projeto de Recuperação e Reforço do Túnel 7 da RUMO Logística, Serra de Santos, Km 90,630 - Km 90,727. Relatório Técnico GPHI-PJ69-MC-414-14-001-R2, Geophi Engenharia, 94 p.

GEOPHI (2017b). Projeto Executivo de Recuperação do Túnel T31, Linha do Centro, MRS - Km 372 + 056. Relatório Técnico GPHI-PJ80-MC-414-14-401-R0, Geophi Engenharia, 36 p.

GEOPHI (2020a). Avaliação das Condições Geotécnicas do Túnel Marinhos, Ramal Paraopeba, MRS - Km 554+000. Relatório Técnico GPHI-PJ127-RT-414-00-001-R2, Geophi Eng., 29 p.

GEOPHI (2020b). Projeto Executivo de Recuperação do Túnel do Porto Sudeste. Relatório Técnico GPHI-PJ99-MC-414-03-001-R2, Geophi Engenharia, 57 p.

Grimstad, E.; Barton, N. (1993). Updating of the Q-System for NMT. Proc. Int. Symp. On Sprayed Concrete, Eds Kompen, Opsahl and Berg, Norwegian Concrete Assoc., Norway, pp. 43-66.

Haack, A.; Schreyer, J.; Jackel, G.S. (1995). State-of-the-art of Non-destructive Testing Methods for Determining the State of a Tunnel Lining. Tunnelling and Underground Space Technology, 10, pp. 413-431.

Hoek, E; Kaiser, P. K.; Bawden W. F. (1994). Support of Underground Excavations in Hard Rock. A.A. Balkema. Rotterdam. Brookfield, 235 p.

Hoek, E. (2007). Practical Rock Engineering, Rocscience, 341 p.

Iftimie, T. (2001). Prolongation de la durée de vie des tunnels anciens par des travaux de réhabilitation. - Progress in Tunnel after 2000. AITES-ITA World Tunnel Congress - Milano, SIG - Società Italiana Gallerie, STS - Swiss Tunnelling Society, V2, pp. 603-610.

ITA (1991). Report on the Damaging Effects of Water on Tunnels during Their Working Life. Working Group on Maintenance, Tunnelling and Underground Space Tech., V6, pp. 11-76.

ITA (1993). Shotcrete for Rock Support: a summary report on the state of the art in 15 countries. Tunneling and Underground Space Technology, V8, N4, pp 441 - 470.

ITA (2001). Study of methods for repair of tunnel linnings. Working Group No 6 Maintenace and Repair, 81 p.

ITA (2006a). Shotcrete for rock support - A summary report on state-of-the-art - Part A. Report from the Working Group N°12 Shotcrete Use, 8 p.

ITA (2006a). Shotcrete for rock support - A summary report on state-of-the-art - Part B. Report from the Working Group N°12 Shotcrete Use, 57 p.

ITA (2010). Shotcrete for rock support - A summary report on state-of-the-art - Part B. Report from the Working Group N°12 Shotcrete Use, 15 p.

Malafaia, A. (2015). Inspeção de Túneis Ferroviários e as Limitações Impostas pela Operação. Monografia, Pós-Graduação em Engenharia de Transportes, IME, Rio de Janeiro, 12 p.

MASSDOT (2018). Tunnel Inspection Handbook, 2018 Edition. Massachusetts Department of Transportation, 322 p.

Montero, R; Victores, J.G; Martínez, S.; Jardón, S.A.; Balaguer, C. (2015). Past, present and future of robotic tunnel inspection. Automation in Construction, RoboticsLab, University Carlos III of Madrid, Spain, 20 p., http://dx.doi.org/10.1016/j.autcon.2015.02.003.

NCHRP (2011). Best Practices for Roadway Tunnel Best Practices for Roadway Tunnel Design, Construction, Maintenance, Inspection, And Operations. Project 20-68A, National Cooperative Highway Research Program, 186 p.

Palmström, A. (1996a). Characterizing Rock Masses by the RMi for Use in Practical Rock Engineering - Part 1: The development of the Rock Mass index (RMi). Journal of the Tunneling and Underground Space Technology, V 11, n. 2, pp. 175-188.

Palmström, A. (1996b). Characterizing Rock Masses by the RMi for Use in Practical Rock Engineering - Part 2: Some practical applications of the Rock Mass index (RMi). Journal of the Tunneling and Underground Space Technology, V 11, n. 3, pp. 287-303.

Palmström, A. (2009). Combining the RMR, Q, and RMi classification systems. Tunnelling and Underground Space Technology Vol. 24, pp 491-491; www.rockmass.net.

Patterson, D.; Perry, J. (1998). Geotechnical data and asset management systems for highways. Proc. Conf. Maintenance Engineers, Nottingham, Surveyor and Municipal Journal, London, 8p.

Sandrone, F.; Labiouse, V. (2011). Identification and analysis of Swiss National Road tunnels pathologies. Tunnelling and Underground Space Technology, 26, pp. 374-390.

Sandrone, F.; Labiouse, V.; Mathier, J.F. (2007). Data Collection for Swiss Road Tunnels Maintenance. Geomechanik und Tunnelbau, 8 p.

Singh, B.; Goel, R. (2006). Tunnelling in Weak Rocks. Elsevier Geo-Engng Book Series V5, 489 p.

SIP (2018). Infrastructure Maintenance Renovation and management. Cross-Ministerial Innovation Promotion Program, Japão, 64 p.

Stacey, T.R. (2001). Membrane support mechanisms, loading mechanisms, desired membrane performance, and appropriate testing methods. Proc. Colloquium Shotcrete and Membrane Support, S. Afr. Inst. Min. Metall., 20 p.

Vasconcellos (1934). Vias Brasileiras de Communicação - Estrada de Ferro Central do Brasil - Linha do Centro e Rammaes. 5a ed., Imprensa Nacional, Brasil, 525 p.

Published

2021-07-30