Design of FRC tunnel segments considering the ductility requirements of the Model Code 2010

Arnau, 2011, Experimental and analytical study of the structural response of segmental tunnel linings based on an in situ loading test. Part 2: numerical simulation, Tunn. Undergr. Space Technol., 26, 778, 10.1016/j.tust.2011.04.005 Bakhshi, M., Nasri, V., 2013. Structural design of segmental tunnel linings. In Proceedings of 3rd International Conference on Computational Methods in Tunnelling and Subsurface Engineering: EURO: TUN 2013. 17–19 April 2013, Ruhr University Bochum, Germany. Bakhshi, M., Nasri, V., 2014a. Developments in design for fibre reinforced concrete tunnel segments. In: FRC 2014 Joint ACI-fib International Workshop. Fibre Reinforced Concrete Applications, 24–25 July 2014, Montreal, Canada, pp. 441–452. Bakhshi, M., Nasri, V., 2014b. Review of international practice on critical aspects of segmental tunnel lining Design. In: Proceedings of the 2014 North American Tunnelling (NAT) Conference, 22–25 June 2014, Los Angeles (USA), pp. 274–282. Bakhshi, M., Nasri, V., 2014c. Guidelines and Methods on Segmental Tunnel Lining Analysis and Design – Review and Best Practice Recommendation. In Proceedings of the World Tunnel Congress 2014, May 9–15, 2014, Iguassu Falls (Brazil). Barros, 2005, Post-cracking behaviour of steel fibre reinforced concrete, Mater. Struct., 38, 47, 10.1007/BF02480574 Blanco, 2010, Comparative analysis of constitutive models of fibre reinforced concrete, Hormig. y Acer., 61, 83 Blanco, 2013, Application of constitutive models in European codes to RC–FRC, Constr. Build. Mater., 40, 246, 10.1016/j.conbuildmat.2012.09.096 Blanco, 2015, Assessment of the fibre orientation factor in SFRC slabs, Composites Part B, 68, 343, 10.1016/j.compositesb.2014.09.001 Blom, C.B.M., 2002. Design philosophy of concrete linings in soft soils, ISBN 90-407-2366-4, Delft University of Technology, The Netherlands. fib Bulletins 65-66 (2010), Model code 2010 Final Draft, 2010. fédération internationale du béton (fib), Lausanne (Switzerland). Burgers, R., Walraven, J.C., Plizzari, G.A., Tiberti, G., 2007. Structural Behaviour of SFRC Tunnel Segments during TBM Operations. Underground Space the 4th Dimension of Metropolises: Proceedings of the World Tunnel Congress 2007 and 33rd ITA/AITES Annual General Assembly, London, England, pp. 1461–1467. Burguers, R., 2006. Non-linear FEM modelling of steel fibre reinforced concrete for the analysis of tunnel segments in the thrust jack phase. Final Report, University of Technology, The Netherlands, p. 115. Burguers, R., Walraven, J., Plizzari, G.A., Tiberti, G., 2007. Structural behaviour of SFRC tunnel segments during TBM operations. In: World Tunnel Congress ITA-AITES, Prague (Czech Republic), 5–10 May 2007, pp. 1461–1467. Camós, C., Casas, J.R., Molins, C., 2014. An attempt to the determination of the partial safety factor for SFRC members subjected to bending forces. In: 8th RILEM International Syposium on Fibre Reinforced Concrete: challenges and opportunities, 19–21 September 2014, Guimaraes, Portugal pp. 1059–1069. Caratelli, 2012, Design according to MC2010 of fibre-reinforced concrete tunnel in Monte Lirio, Panama, Struct. Conc., 13, 166, 10.1002/suco.201100034 Cavalaro, 2012, Packer behaviour under simple and coupled stresses, Tunn. Undergr. Space Technol., 28, 159, 10.1016/j.tust.2011.10.008 Cavalaro, 2011, New design method for the production tolerances of concrete tunnel segments, J. Perform. Constr. Facil., 26, 824, 10.1061/(ASCE)CF.1943-5509.0000291 Cavalaro, 2012, Formation and accumulation of contact deficiencies in a tunnel segmented lining, Appl. Math. Mod., 36, 4422, 10.1016/j.apm.2011.11.068 Chiaia, 2009, Combining fiber-reinforced concrete with traditional reinforcement in tunnel linings, Eng. Struct., 31, 1600, 10.1016/j.engstruct.2009.02.037 Chiaia, 2009, Evaluation of minimum reinforcement ratio in FRC members and application to tunnel linings, Mater. Struct., 42, 339, 10.1617/s11527-008-9385-7 CNR DT 204/2006, 2006. Guidelines for the Design, Construction and Production Control of Fibre Reinforced Concrete Structures, Italian National Research Council – CNR. CPH, 2008. EHE-08: Spanish Structural Concrete Standard. Annex 14: Recommendations for the use of fibre reinforced concrete. DBV–Recommendation (German Concrete Association), 1992. Design principles of steel fibre reinforced concrete for tunnelling works, pp.: 19–29. de la Fuente, 2011, Experiences in Barcelona with the use of fibres in segmental linings, Tunn. Undergr. Space Technol., 27, 60, 10.1016/j.tust.2011.07.001 de la Fuente, A., Blanco, A., Pujadas, P., Aguado, A., 2012. Advances on the use of fibres in precast concrete segmental linings. Engineering and Concrete Future: Technology, Modelling & Construction. In: International Federation for Structural Concrete (fib). Fib Symposium, 22–24 April 2012, Tel – Aviv (Israel). Text in Proceedings, pp. 691–694. de Waal, R.G.A., 1999. Steel fibre reinforced tunnel segments, ISBN 90-407-1965-9, Delft University of Technology, The Netherlands. di Prisco, 2009, Fibre reinforced concrete: new design perspectives, Mater. Struct., 42, 10.1617/s11527-009-9529-4 EN 14651, 2005. Test method for metallic fibered concrete. Measuring the flexural tensile strength (limit of proportionality (LOP), residual). Gettu, R., Aguado, A., Ramos, G., García, T., 2003. Viability analysis of the use of fibres as the unique concrete reinforcement for the precast segments of Barcelona’s metro L9. Final Report, UPC BarcelonaTech, Spain, p. 49. Gettu, R., Barragán, B., García, T., Ramos, G., Fernández, C., Oliver, R., 2004. Steel Fibre Reinforced Concrete for the Barcelona Metro Line 9 Tunnel Lining. In: 6th RILEM Symposium on FRC, 20–22 September, Varenna, Italy, 2004, pp. 141–156. Groeneweg, T.W., 2007. Shield driven in ultra-high strength concrete: reduction of the tunnel lining thickness, Master Thesis, Delft University of Technology, The Netherlands. Haring, F.P., 2002. Stresses in assembly phase and serviceability phase in the lining of shield driven tunnels, Master thesis, Delft University of Technology, The Netherlands. Hilar, 2012, Experimental loading tests of steel fibre reinforced and traditionally reinforced precast concrete segments for tunnel linings, Tunnel, 21, 54 Kooiman, A.G., 2000. Modelling steel fibre reinforced concrete for structural design, Ph.D. Thesis, Delft University of Technology, The Netherlands. Levi, 1985, On minimum reinforcement in concrete structures, ASCE J. Struct. Eng., 111, 10.1061/(ASCE)0733-9445(1985)111:12(2791) Molins, 2011, Experimental and analytical study of the structural response of segmental tunnel linings based on an in situ loading test: Part 1: test configuration and execution, Tunn. Undergr. Space Technol., 26, 764, 10.1016/j.tust.2011.05.002 Pujadas, 2014, Fibre distribution in macro–plastic fibre reinforced concrete slab – panels, Constr. Build. Mater., 64, 496, 10.1016/j.conbuildmat.2014.04.067 Pujadas, 2014, Multidirectional double punch test to assess the post–cracking behaviour and fibre orientation of FRC, Constr. Build. Mater., 58, 214, 10.1016/j.conbuildmat.2014.02.023 Sorelli, L., Toutlemonde, F., 2005. On the design of steel fibre reinforced concrete tunnel lining segments. In: 11th International Conference on Fracture, Turin, Italy, 20–25 March 2005, p. 6. Sugimoto, M., 2006. Causes of shield segment damages during construction. In: International Symposium on Underground Excavation and Tunnelling. Bangkok, Thailand. Tiberti, G., Plizzari, G., 2014. Structural behaviour of precast tunnel segments under TBM thrust actions. In: World Tunnelling Congress: Tunnels for a Better Life (WTC 2014), 9–15 May 2014, Foz do Iguaçu (Brazil). Text in CD of Proceedings. Walraven, 2009, High performance fibre reinforced concrete: progress in knowledge and design codes, Mater. Struct., 42, 1247, 10.1617/s11527-009-9538-3