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[6]     Vermeer, P. A., Bonnier, P. G., & Maoller, S. C. (2002). On a Smart Use of 3D-FEM in Tunnelling. Proceedings of the 8th International Symposium on Numerical Models in Geomechanics (pp. 361-366). Rotterdam: A. A. Balkema. ISBN: 905809359X.

[7]     Lee, K. M., & Rowe, R. K. (1991). An Analysis of Three-Dimensional Ground Movements: The Thunder Bay Tunnel. Canadian Geotechnical Journal, 28(1), 25-41. http://dx.doi.org/10.1139/t91-004.

[8]     Augarde, C. E., Burd, H. J., & Houlsby, G. T. (1998). Some Experience of Modelling Tunneling in Soft Ground Using Three-Dimensional Finite Elements. 4th European conference on Numerical Methods in Geotechnical Engineering (pp. 603-612). Springer-Verlag. ISBN: 3-211-83141-X. http://www-civil.eng.ox.ac.uk/people/gth/c/c49.pdf.

[9]     Burd, H. J., Houlsby, G. T., Augarde, C. E., & Liu, G. (2000). Modelling Tunnelling-Induced Settlement of Masonry Buildings. Proceedings of the Institution of Civil Engineers, Geotechnical Engineering: vol 143 (pp. 17-29). http://www-civil.eng.ox.ac.uk/people/gth/j/j48.pdf.

[10]  Guedes, P. F. M., & Santos Pereira, C. (2000). The Role of The Soil K₀ Value in Numerical Analysis of Shallow Tunnels. Proceedings of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground at Tokyo (pp. 379-384). Rotterdam: Balkema. ISBN: 9058091066.

[11]  Lee, G. T. K., & Ng, C. W. W. (2002). Three-Dimensional Analysis of Ground Settlements due to Tunnelling: Role of K₀ and stiffness Anisotropy. Proceedings of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground at Lyon (pp. 617-622). ISBN: 2-9510416-3-2.

[12]  Komiya, K., Soga, K., Akagi, H., Hagiwara, T., & Bolton, M. D. (1999). Finite Element Modelling of Excavation and Advancement Process of a Shield Tunnelling Machine. Soil & Foundations, 39(3), 37-52. http://www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/85_soils_found_vol39_no3_37_52.PDF.

[13]  Dias, D., Kastner, R., & Maghazi, M. (2000). Three Dimensional Simulation of Slurry Shield in Tunnelling. Proceedings of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground at Tokyo (pp. 351-356). Rotterdam: Balkema. ISBN: 9058091066.

[14]  Anagnostou, G., (2007). Continuous Tunnel Excavation in a Poro-Elastoplastic Medium. Proceedings of the 10th International Symposium on Numerical Models in Geomechanics: NUMOG X (pp. 183-188). Rhodes. Taylor & Francis Group. ISSN: 9780415440271. http://www.tunnel.ethz.ch/people/ganagnos/continous.

[15]  Dimmock, P. S., & Mair, R. J., (2008). Effect of Building Stiffness on Tunnelling-Induced Ground Movement. Tunnelling and Underground Space Technology, 23(4), 438-450. http://dx.doi.org/10.1016/j.tust.2007.08.001.

[16]  Kimura, T., & Mair, R. J. (1981). Centrifugal Testing of Model Tunnels in Soft Clay. The 10th International Conference on Soil Mechanics and Foundation Engineering (pp. 319-322). Rotterdam: Balkema. ISBN: 9061912105.

[17]  شرکت پژوهش عمران راهوار. (2009). گزارش مطالعات ژئوتکنیک و مهندسی پی پروژه‌ی تونل ملت. گزارش شماره: SADR-SE00-REP-GEO-03-I00-35.