Atkinson, J.H., Brown, E.T., Potts, M., (1975). Collapse of shallow unlined tunnels in dense sand. Tunnels and Tunnelling 3, 81–87.
Blom, C. (2002). Design philosophy of concrete linings for tunnels in soft soils. Design philosophy of concrete linings. Netherland: DUP Science.
Das, B., & Sobhan, K. (2002). Principles of geotechnique engineering, Publisher: Global Engineering: Christopher M. Shortt, Eighth Edition.
Chakeri, H., & Ünver, B. (2014). A new equation for estimating the maximum surface settlement above tunnels excavated in soft ground. Environ Earth Sci. 71, 3195–3210. doi:10.1007/s12665-013-2707-2
Dehghan, A.N., Shafiee, S.M., & Rezaei, F. (2012). 3-D stability analysis and design of the primary support of Karaj metro tunnel: Based on convergence data and back analysis algorithm. Engineering geology142, 141-149. doi:10.1016/j.enggeo.2012.05.008
Guglielmetti, V., Grasso, P., Mahtab, A., & Mahtab, S. (2007). Mechanized Tunnelling in Urban Areas Design Methodology and Construction Control. Publisher: Taylor and Francis group.
Jancsecz, S., & Steiner, W., (1995). Face Support for a Large Mix-Shield in Heterogeneous Ground Condition. Tunneling 94, 531-550.
Koyama, Y. (2003). Present status and technology of shield tunneling method in Japan. Tunnelling and Underground Space Technology2-3, 145-159. doi:10.1016/S0886-7798(03)00040-3
Leca, E., & New, B. (2007). Settlements induced by tunneling in soft ground. Tunnelling and Underground Space Technology 22(2), 119-149. doi:10.1016/j.tust.2006.11.001.
Leca, E. & Dormieux, L., (1990). Upper and Lower Bound Solutions for The Face Stability of Shallow Circular Tunnels in Frictional Material. Geotechnique 40, 581-606.
Lee, R.G., Turner, A.J., & Whitworth, L.J. (1994). Deformations caused by tunnelling beneath a piled structure. Proc. XIII Int. Conf. on Soil mechanics and Found, New Delhi, Inde, (pp. 873-878). London: University Press.
Meguid, M.A., Saada, O., Nunes, M.A., & Mattar, J. (2008). Physical modeling of tunnels in soft ground: A review. Tunnelling and Underground Space Technology 23, 185-198.
Do, N.A., Dias, D., Oreste, P., & Djeran-Maigre, I. (2013). Three-dimensional numerical simulation for mechanized tunnelling in soft ground: The influence of the joint pattern. Acta Geotechnica 9(4). doi:10.1007/s11440-013-0279-7
Sadeghi, M., Pourhashemi, S.M., Dehghan, A.N., & Ahangari, K. (2016). The Effect of Excavation Progress on the Behavior of Hakim Highway Tunnel Using Geotechnical Instrumentation. ITAAITES World Tunnel Congress, 580-590.
Teachavorasinskun, S., Chub-uppakarn, T. (2010). Influence of segmental joints on tunnel lining. Tunnelling and Underground Space Technology 25(4), 490-494.
Terzaghi, K. (1943). Theoretical Soil Mechanics. John Wiley & Sons.
)