. Kim, H.J. and Eisenstein, Z. (2006). Prediction of Tunnel Lining Loads Using Correction Factors. Engineering Geology. 85 (3-4): 302-312.
. Kim, S.H., Pelizza, S. and Kim, J.S. (2006). A study of Strength Parameters in the Reinforced Ground by Rock Bolts. Tunneling and Underground Space Technology. 21(3-4): 378-379.
. Wood, A.M. (1975). The Circular Tunnel in Elastic Ground. Geotechnique. 25 (1): 115-127.
. Bickel, J.O., Kuesel, T.R. and King, E.H. (1996). Tunnel Engineering Handbook, Chapman & Hall, United States of America.
. Koyama, Y. and Nishimura, T. (1998). Design of Lining Segment of Shield Tunnel Using a Beam – Spring Model, Quarterly Report of Railway Technical Research Institute. 39 (1).
. Mashimo, H. and Ishimura, T. (2003). Evaluation of the Load on a Shield Tunnel Lining in Gravel, Public Works Research Institute, Independent Administrative Institution, Tsukuba, Japan.
. Lee, K.M. and Ge, X.W. (2001). The Equivalent of the Jointed Shield Driven Tunnel Lining to a Continuous Ring Structure. Canadian Geotechnical Journal. 38(3): 461-483.
. Lee, K.M., Hou, X.Y., Ge, X.W. and Tang, Y. (2001). An Analytical Solution for a Jointed Shield-Driven Tunnel Lining. International Journal for Numerical and Analytical Methods in Geomechanics. 25 (4): 365-390.
. Koyama, Y. (2003). Present Status and Technology of Shield Tunneling Method in Japan. Tunneling and Underground Space Technology. 18 (2-3): 145-159.
. Lu, L., Lu, X. and Fan, P. (2011). Full-Ring Experimental Study of The Lining Structure of Shanghai Changjiang Tunnel. Civil Engineering and Architecture. 45 (8): 732-739. ISSN:1934-7359.
. Teachavorasinskun, S. and Chub-uppakarn, T. (2010). Influence of Segmental Joints on Tunnel
Lining. Tunneling and Underground Space Technology. 25 (4): 490-494.
. Arnau, O. and Molins, C. (2012). Three dimensional structural response of segmental tunnel linings, Engineering Structures. 44: 210-221.
. Arnau, O. and Molins, C. (2011a). 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. Tunneling and Underground Space Technology. 26: 764-777.
. Arnau, O. and Molins, C. (2011b). Experimental and analytical study of the structural response of segmental tunnel linings based on an in situ loading test. Part 2: Numerical simulation. Tunneling and Underground Space Technology. 26: 778-788.
. Do, N. and Dias, D. (2012). 2D numerical investigation of segmental tunnel lining behavior. Tunneling and Underground Space Technology. 37: 115-127.
. Li, X. and Yan, Z. (2015). Experimental and analytical study on longitudinal joint opening of concrete segmental lining. Tunneling and Underground Space Technology. 46: 52-63.
. Zhong, X., Zhu, W., Huang, Z. and Han, Y. (2006). Effect of joint structure on joint stiffness for shield tunnel lining. Tunneling and Underground Space Technology. 21: 406- 407.
. Yu, H.T., Yuan, Y., Qiao, Z.Z., Gu, Y., Yang, Z.H. and Li, X.D. (2013). Seismic analysis of a long tunnel based on multi-scale method. Engineering Structure. 49: 572-587.
. El Naggar, H. and Hinchberger, S.D. (2008). An analytical solution for jointed tunnellinings in elastic soil or rock. Canadian Geotech. Journal. 45 (11): 1572-1593.
. Iranian Oil Operating Companies (IOOC). (1996). Gachsaran Geological Map. 1: 100,000.
. AFTES – WG7, Considerations on the Usual Methods of Tunnel Lining Design. (1993). French Tunneling and Underground Engineering Association, Working Group No. 7 - Temporary Supports and Permanent Lining.
. JSCE, Japanese Standard for Shield Tunneling.(1996). Japan Society of Civil Engineers, The third edition, Tokyo.
. Guray, A. (2010). Evaluation of structural analysis used for the design of TBM segmental linings, Master thesis of civil engineering, Middle East Technical University.
. Klappers, C., Gruebl, F. and Ostermeier, B. (1999). Structural Analysis of Segmental Lining – Coupled Beam and Spring Analyses Versus 3D FEM Calculations with Shell Elements, Tunneling and Underground Space Technology. 21 ( 3-4).
. Wang, J.J. (2005). The Design Considerations for the Segmental Lining of the Hsuehshan Tunnel, International Symposium on Design, Construction and Operation of Long Tunnels, Taiwan.
. Tahouni, S. (2004). Reinforce concrete structure design. (in Persian).