Abstract
In 1991, the city of Barcelona was actively building a new transportation infrastructure to prepare for the Olympic Games of August 1992. An important utility was a 35 km long freeway ring (the “Rondas”) which substantially improved the city traffic in the years to come. The failure described here refers to an auxiliary two-way underground branch which was built to connect a radial highway leaving Barcelona from the north of the city and the Ronda ring. Figure 7.1 shows the crossing of the two main highways (Via Augusta and Ronda de Dalt) and the so-called I-J branch (dashed lines). The failed section is also indicated in the figure.
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References
Anagnostou, G. and Kovàri, K. (1996) Face stability conditions with earth-pressure-balanced shields. Tunnelling and Underground Space Technology 11 (2), 165–173.
Atkinson, J.H. (1981) Foundations and Slopes. An Introduction to Applications of Critical State Soil Mechanics. McGraw Hill, London.
Augarde, C.E., Andrei, V.L. and Sloan, S.W. (2003) Stability of an undrained plane strain heading revisted. Computers and Geotechnics 30, 419–430.
Bieniawski, Z.T. (1989) Engineering Rock Mass Classifications. Wiley, New York.
Chen W.F. and Liu, X.L. (1990) Limit Analysis in Soil Mechanics. Elsevier, Amsterdam.
Davis, E.H., Gunn, M.J., Mair, R.J. and Seneviratne, H.N. (1980) The stability of shallow tunnels and underground openings in cohesive material. Géotechnique 30 (4), 397–416.
Ewing, D.J.F. and Hill, R. (1967) The plastic constraint of V-notched tension bars. Journal of the Mechanics and Physics of Solids 15, 115–124.
Galli, G., Grimaldi, A. and Leonardi, A. (2003) Three-dimensional modelling of tunnel excavation and lining. Computers and Geotechnics 31, 171–183
Kimura, T. and Mair, R.J. (1981) Centrifugal testing of model tunnels in soft clay. Proceedings of the 10th International Conference Soil Mechanics and Foundation Engineering, Stockholm, 1, 319 222.
Leca, E. and Dormieux, L. (1990) Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional material. Géotechnique 40 (4), 581–606.
Leca, E., Garnier, J., Atwa, M., Chambon, P., Skiker, A., Dormieux, L., Garnieer, D. and Maghous, S. (1997) Analyse théorique et expérimentale de la stabilité du front de taille des tunnels à faible profondeur. Proceedings of the 14th International Congress on Soil Mechanics and Foundation Engineering, Hambourg, 3, 1421–1424.
Lee, I.M., Lee, J.S. and Nam, S.W. (2004) Effect of seepage force on tunnel face stability reinforced with multi-step pipe grouting. Tunnelling and Underground Space Technology 19, 551–565.
Melis, M.J. and Medina, L.E. (2005) Discrete numerical model for analysis of earth pressure balance tunnel excavation. Journal of Geotechnical and Geoenvironmental Engineering 131 (10), 1234–1242.
Ng C.W.W. and Lee G.T.K. (2002) A three-dimensional parametric study of the use of soil nails for stabilising tunnel faces. Computers and Geotechnics 29, 673–697.
Poulos, H.G. and Davis, E.H. (1980) Pile Foundation Analysis and Design. Wiley, New York.
Sloan, S.W. and Assadi, A. (1994) Undrained stability of a plane strain heading. Canadian Geotechnical Journal 31, 443–50.
Szechy, K. (1967) The Art of Tunneling. Akdemiai Kiado, Budapest.
Terzaghi, K. (1955) Evaluation of coefficients of subgrade reaction. Géotechnique 4, 297–326.
Vermeer, A., Ruse, N. and Marcher, T. (2002) Tunnel Heading Stability in Drained Ground. Felsbau 20 (6), 1–17.
Yoo, C. and Shin, Y.K. (2003) Deformation behaviour of tunnel face reinforced with longitudinal pipes—laboratory and numerical investigation. Tunnelling and Underground Space Technology 18, 303–319.
Young, W.C. (1989) Roark’s Formulas for Stress and Strains. McGraw Hill, New York.
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Puzrin, A.M., Alonso, E.E., Pinyol, N.M. (2010). Tunnel Face Instability: Floresta Tunnels, Spain. In: Geomechanics of Failures. Springer, Dordrecht. https://doi.org/10.1007/978-90-481-3531-8_8
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DOI: https://doi.org/10.1007/978-90-481-3531-8_8
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