P. Guedes, C. Santos Pereira, The role of the soil K0 value in numerical analysis of shallow tunnels, in: of: Proc. of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, 2000, pp. 379-384.
 R.J. Jardine, D. Potts, A. Fourie, J. Burland, Studies of the influence of non-linear stress–strain characteristics in soil–structure interaction, Geotechnique, 36(3) (1986) 377-396.
 G. Lee, C. Ng, Three-dimensional analysis of ground settlements due to tunnelling: Role of K0 and stiffness anisotropy, in: of: Proc. of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, 2002, pp. 617-622.
 P. Vermeer, P. Bonnier, S. Möller, On a smart use of 3D-FEM in tunnelling, in: Proceeding of eighth international symposium on numerical models in geomechanics, 2002, pp. 361-366.
 R.B. Peck, Deep excavations and tunneling in soft ground, Proc. 7th Int. Con. SMFE, State of the Art, (1969) 225-290.
 B. Schmidt, Prediction of settlements due to tunneling in soil: three case histories, in: Rapid Excavation and Tunneling Conf, 2nd Proc, 1974.
 P. Attewell, Predicting the dynamics of ground settlement and its derivatives caused by tunnelling in soil, Ground engineering, 15 (1982) 36.
 M. Panet, A. Guenot, Analysis of convergence behind the face of a tunnel: Tunnelling 82, proceedings of the 3rd international symposium, Brighton, 7–11 June 1982, P197–204. Publ London: IMM, 1982, in: International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, Pergamon, 1983, pp. A16.
 M. Panet, Le calcul des tunnels par la méthode convergence-confinement, Presses ENPC, 1995.
 F. Corbetta, D. Bernaud, D.N. Minh, Contribution à la méthode convergence-confinement par le principe de la similitude, Revue Française de Géotechnique, (54) (1991) 5-11.
 C. Carranza-Torres, C. Fairhurst, 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(2) (2000) 187-213.
 T. Unlu, H. Gercek, Effect of Poisson's ratio on the normalized radial displacements occurring around the face of a circular tunnel, Tunnelling and Underground Space Technology, 18(5) (2003) 547-553.
 C. Oteo, J. Moya, Estimation of the soil parameters of Madrid in relation to the tunnel construction, in: Proc 7th Euro conf. on soil mechanics and foundation engineering, 1979, pp. 239-247.
 M. Romo, M. Diaz, Face stability and ground settlement in shield tunneling, in: Proceedings of the Tenth International Conference on Soil Mechanics and Foundation Engineering, Stockholm., 1981.
 C. Sagaseta, Analysis of undrained soil deformation due to ground loss, Geotechnique, 38(4) (1988).
 A. Verruijt, J. Booker, Surface settlements due to deformation of a tunnel in an elastic half plane, Geotechnique, 48(5) (1998) 709-713.
 N. Loganathan, H. Poulos, Analytical prediction for tunneling-induced ground movements in clays, Journal of Geotechnical and geoenvironmental engineering, 124(9) (1998) 846-856.
 A. Bobet, Analytical solutions for shallow tunnels in saturated ground, Journal of Engineering Mechanics, 127(12) (2001) 1258-1266.
 C. Gonzalez, C. Sagaseta, Patterns of soil deformations around tunnels. Application to the extension of Madrid Metro, Computers and Geotechnics, 28(6-7) (2001) 445-468.
 M. Melis, L. Medina, J.M. Rodríguez, Prediction and analysis of subsidence induced by shield tunnelling in the Madrid Metro extension, Canadian Geotechnical Journal, 39(6) (2002) 1273-1287.
 K.-H. Park, Analytical solution for tunnelling-induced ground movement in clays, Tunnelling and underground space technology, 20(3) (2005) 249-261.
 A. Osman, M. Bolton, R. Mair, Predicting 2D ground movements around tunnels in undrained clay, Géotechnique., 56(9) (2006) 597-604.
 F. Pinto, A.J. Whittle, Ground movements due to shallow tunnels in soft ground. I: Analytical solutions, Journal of geotechnical and geoenvironmental engineering, 140(4) (2013) 04013040.
 E. Hanafy, J. Emery, Advancing face simulation of tunnel excavation and lining. Placement, in: Underground Rock Engineering, 13th Canadian Rock Mechanics Symposium, 1980, pp. 119-125.
 S.C. Möller, Tunnel induced settlements and structural forces in linings, Univ. Stuttgart, Inst. f. Geotechnik Stuttgart, Germany, 2006.
 H.-M. Mödlhammer, Numerical methods for tunneling using ABAQUS and investigations of long-time-effects of the shotcrete shell and its impact on the combined support system, na, 2011.
 J. Franzius, D. Potts, J. Burland, The influence of soil anisotropy and K0 on ground surface movements resulting from tunnel excavation, Géotechnique, 55(3) (2005) 189-199.
 E. Hoek, Support for very weak rock associated with faults and shear zones, Rock support and reinforcement practice in mining, (1999) 19-32.
 S. Maraš-Dragojević, Analysis of ground settlement caused by tunnel construction, Građevinar, 64(07.) (2012) 573-581.