[1]     Brown, E., & Bray, J. (1982). Rock-Support Interaction Calculations for Pressure Shafts and Tunnels. ISRM Symposium, Rock Mechanics Related to Caverns and Pressure Shafts (pp. 26-28). Aachen, Germany. A.A. Balkema. ISBN 10: 9061912334.

[2]     Fazio, L., & Ribacchi, R. (1984). Influence of Seepage on Tunnel Stability. ISRM Symposium on Design and Performance of Underground Excavations (pp. 173-184). Cambridge: British Geotechnical Society, UK. Thomas Telford. ISBN: 9780727735652.

[3]     Carosso, G., & Giani, G. (1988). Analytical Solutions for Potentials and Stresses around a Cavity under a Water Table. In Serrano (Ed.), International Congress on Tunnels and Water, 3, (pp. 1209-1217). Madrid, Spain. Taylor & Francis Group. ISBN: 9061918219.

[4]     Nam, S. W., & Bobet, A.  (2006). Liner Stresses in Deep Tunnels below the Water Table. Tunneling and Underground Space Technology, 21(6), 626–635. http://dx.doi.org/10.1016/j.tust.2005.11.004.

[5]     Lee, S. W., Jung, J. W., Nam, S. W., & Lee, I. M. (2007). The Influence of Seepage Forces on Ground Reaction Curve of Circular Opening. Tunnelling and Underground Space Technology, 22(1), 28-38. http://dx.doi.org/10.1016/j.tust.2006.03.004.

[6]     Shin, Y. j., Kim, B. M., shin, J. H., & Lee, I. M. (2010). The Ground Reaction Curve of Underwater Tunnels Considering Seepage Forces. Tunnelling and Underground Space Technology, 25(4), 315-324. http://dx.doi.org/10.1016/j.tust.2010.01.005.

[7]     Fahimifar, A., & Zareifard, M. R. (2009). A Thoretical Solution for Analysis of Tunnels below Groundwater Considering the Hydraulic-Mechanical Coupling. Tunnelling and Underground Space Technology, 24(6), 634-646. http://dx.doi.org/10.1016/j.tust.2009.06.002.

[8]     Kolymbas, D., & Wagner, P. (2007). Groundwater Ingress to Tunnels-The Exact Analytical Solution. Tunnelling And Underground Space Technology, 22(1), 23-27. http://dx.doi.org/10.1016/j.tust.2006.02.001.

[9]     Ming, H., Meng, S. W., Tan, Z. S., & Xiu, Y. W. (2010). Analytical Solution for Steady Seepage into an Underwater Circular Tunnel. Tunnelling and Underground Space Technology, 25(4), 391-396. http://dx.doi.org/10.1016/j.tust.2010.02.002.

[10] Timoshenko, S., & Goodier, J. (1994). Theory of Elasticity. New York: McGraw-Hill. ISBN: 9780070701229.

[11] Hoek, E., & Brown, E. T. (1980). Empirical Strength Criterion for Rock Masses. Journal of Geotechnical Engineering, 106(9), 1013-1035.

[12] Brown, E. T., Bray, J. W., Ladanyi, B., & Hoek, E. (1983). Ground Response Curves for Rock Tunnels. Journal of Geotechnical Engineering, 109(1), 15-39. http://dx.doi.org/10.1061/(ASCE)0733-9410(1983)109:1(15).

[13]قدمی، ح. (1390). تحلیل پایداری تونل‌های تحت فشار با در نظر گرفتن اثر تراوش. تفرش، ایران: پایان‌نامه‌ی کارشناسی‌ارشد، دانشگاه تفرش.

[14] Park, K. H., Tontavanich, B., & Lee, J. G. (2008). A Simple Procedure for Ground Response Curve of Circular Tunnel in Elastic-Strain Softening Rock Masses. Tunnelling and Underground Space Technology, 23(2), 151-159. http://dx.doi.org/10.1016/j.tust.2007.03.002.

[15] Alonso, E., Alejano, L. R., Varas, F., Fdez-Manin, G., & Carranza-Torres, C. (2003). Ground Response Curves for Rock Masses Exhibiting Strain-Softening Behavior. International Journal of Numerical and Analytical Methods in Geomechanics, 27(13), 1153-1185. http://dx.doi.org/10.1002/nag.315.

[16] Lee, Y. K., & Pietruszczak, S. (2008). A New Numerical Procedure For Elasto-Plastic Analysis of a Circular Opening Excavated in a Strain-Softening Rock Mass. Tunnelling and Underground Space Technology, 23(5), 588-599.http://dx.doi.org/10.1016/j.tust.2007.11.002.