INFORMAZIONI SU QUESTO ARTICOLO

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[1] Načrt predora Log, št. ic: 15/14-P, IRGO Consulting d.o.o.Search in Google Scholar

[2] Geološko-geotehnični elaborat za predor Log s predvkopi, št. ic: 250/12, IRGO Consulting d.o.o.Search in Google Scholar

[3] Hoek, E., Carranza-Torres, C., Corkum, B. (2002): Hoek-Brown criterion - 2002 edn. Proc. NARMSTAC, Conference, Toronto, 2002, Vol. 1, pp. 267-273.Search in Google Scholar

[4] Marinos, P., Hoek, E. (2000): GSI - A geologically friendly tool for rock mass strength estimation. Proc. GeoEng 2000 Conference, Melbourne, pp. 1422-1442.Search in Google Scholar

[5] Panet, M., Guenot, A. (1982): Analysis of convergence behind the face of a tunnel. Proceedings, International Symposium Tunnelling’82, IMM, London, pp. 197-204.Search in Google Scholar

[6] Panet, M. (1995): Calcul des Tunnels par la Me’thode de Convergence-Confinement. Presses de l’Ecole Nationale des Ponts et Chausse’es, Paris, 178 p.Search in Google Scholar

[7] Vlachopoulos, N., Diederichs, M.S. (2009): Improved longitudinal displacement profiles for convergence confinement analysis of deep tunnels. Journal of rock mechanics and rock engineering, 42, pp 131-146.10.1007/s00603-009-0176-4Search in Google Scholar

[8] Carranza-Torres, C., Fairhurst, C. (2000): Application of the convergence-confinement method of tunnel design to rock masses that satisfy the Hoek-Brown failure criterion. Tunnelling and Underground Space Technology, 15, pp. 187-213.10.1016/S0886-7798(00)00046-8Search in Google Scholar

[9] Chern, J.C., Shiao, F.Y., Yu, C.W. (1998): An empirical safety criterion for tunnel construction.Proceedings of the Regional Symposium on Sedimentary Rock Engineering, Taipei, Taiwan, pp. 222-227.Search in Google Scholar

[10] SIST EN 1992-1-1:2005.Search in Google Scholar

[11] Rabcewicz, L. (1964): The New Austrian Tunnelling Method, Part one, Water Power, November 1964, pp. 453-457, Part two, Water Power, December 1964, pp. 511-515.Search in Google Scholar

[12] Rabcewicz, L. (1965): The New Austrian Tunnelling Method, Part one, Part Three, Water Power, January 1965, 19-24.Search in Google Scholar

[13] ÖNORM B 2203-1: Untertagebauarbeiten - Werksvertragsnorm. Teil 1: Zyklischer Vortrieb. -Dezember 2001.Search in Google Scholar

[14] ÖGG: Richtlinie für die Geomechanische Planung von Untertagebauaroelten mit zyklischem Vortriob. - Oktober 2001.Search in Google Scholar

[15] Jovičić, Vojkan. (2006): Examples of active design in tunnelling. In: Active geotechnical design in infrastructure development: proceedings of the XIIIth Danube European Conference on Geotechnical Engineering, Logar, J., Gaberc, A.M., Majes, B. (eds.). Ljubljana: Slovenian Geotechnical Society: Ljubljana, pp.Search in Google Scholar

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