مدلسازی کامل سه بعدی حفر تونل و نصب پوشش با تاکید بر حفاری مرحله‌ای، مقایسه تحلیل سه بعدی با دوبعدی

[1] 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.

[2] 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.

[3] 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.

[4] 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.

[5] R.B. Peck, Deep excavations and tunneling in soft ground, Proc. 7th Int. Con. SMFE, State of the Art, (1969) 225-290.

[6] B. Schmidt, Prediction of settlements due to tunneling in soil: three case histories, in: Rapid Excavation and Tunneling Conf, 2nd Proc, 1974.

[7] P. Attewell, Predicting the dynamics of ground settlement and its derivatives caused by tunnelling in soil, Ground engineering, 15 (1982) 36.

[8] 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.

[9] M. Panet, Le calcul des tunnels par la méthode convergence-confinement, Presses ENPC, 1995.

[10] 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.

[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.

[12] 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.

[13] 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.

[14] 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.

[15] C. Sagaseta, Analysis of undrained soil deformation due to ground loss, Geotechnique, 38(4) (1988).

[16] A. Verruijt, J. Booker, Surface settlements due to deformation of a tunnel in an elastic half plane, Geotechnique, 48(5) (1998) 709-713.

[17] N. Loganathan, H. Poulos, Analytical prediction for tunneling-induced ground movements in clays, Journal of Geotechnical and geoenvironmental engineering, 124(9) (1998) 846-856.

[18] A. Bobet, Analytical solutions for shallow tunnels in saturated ground, Journal of Engineering Mechanics, 127(12) (2001) 1258-1266.

[19] 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.

[20] 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.

[21] K.-H. Park, Analytical solution for tunnelling-induced ground movement in clays, Tunnelling and underground space technology, 20(3) (2005) 249-261.

[22] A. Osman, M. Bolton, R. Mair, Predicting 2D ground movements around tunnels in undrained clay, Géotechnique., 56(9) (2006) 597-604.

[23] 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.

[24] 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.

[25] S.C. Möller, Tunnel induced settlements and structural forces in linings, Univ. Stuttgart, Inst. f. Geotechnik Stuttgart, Germany, 2006.

[26] 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.

[27] 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.

[28] E. Hoek, Support for very weak rock associated with faults and shear zones, Rock support and reinforcement practice in mining, (1999) 19-32.

[29] S. Maraš-Dragojević, Analysis of ground settlement caused by tunnel construction, Građevinar, 64(07.) (2012) 573-581.