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[2]     Toan, N. D. (2006). TBM and Lining Essential Interfaces. Msc Thesis, Italy: Politecnico Di Torino. http://ita-aites-srv1.epfl.ch/index.php?id=90&L=1.

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[4]     Park, K. H. (2005). Analytical Solution for Tunnelling-Induced Ground Movement in Clays. Tunnelling and Underground Space Technology, 20(3), 249-261. http://dx.doi.org/10.1016/j.tust.2004.08.009.

[5]     Leca, E. & Barry, N. (2007). Settlements Induced by Tunneling in Soft Ground. Tunnelling and Underground Space Technology, 22(2), 119-149. http://dx.doi.org/10.1016/j.tust.2006.11.001.

[6]     Brinkgreve, R. B. J., & Broere, W. (2003). The Influence of Tunnel Boring on Foundations and Buildings in Urban Areas - A Numerical Study. Workshop on Geotechnics of Soft Soils (pp. 257-263). Delft University of Technology & Plaxis B.V. http://www.geo.citg.tudelft.nl/broere/pdf/brinkgreve_FEMtunnel_scmep2003.pdf.

[7]     Cheng, C. Y., Dasari, G. R., Leung, C. F., Chow, Y. K., & Rosser, H. B. (2004). 3D Numerical Study of Tunnel-Soil-Pile Interaction. Tunnelling and Underground Space Technology, 19(4-5), 381-382, http://dx.doi.org/10.1016/j.tust.2004.02.011.

[8]     Xiang, Y., Jiang, Z., & He, H. (2008). Assessment and Control of Metro-Construction Induced Settlement of A Pile-Supported Urban Overpass. Tunnelling and Underground Space Technology, 23(3), 300-307, http://dx.doi.org/10.1016/j.tust.2007.06.008.

[9]     اسفندیاری، م. (1387). تحلیل نشست ناشی از حفر تونل مترو و تاثیر آن بر روی سازه‌های سطحی- مطالعه‌ی موردی: زیرگذر خیابان زند شیراز. پایان‌نامه‌ی کارشناسی‌ارشد، دانشکده‌ی فنی- مهندسی، دانشگاه شهید باهنر کرمان.

[10]  Al-Khoury, R., Bakker, K. J., Bonnier, P. G., Vermeer, P. A., & Waterman. D. (2004). Tutorial Manual of Plaxis 3D Tunnel, Version 2. Netherlands: Delft University of Technology & Plaxis B.V.

[11]  مهندسان مشاور مکانیک خاک. (1386). گزارش آزمایشگاه مکانیک خاک و ژئوتکنیک مسیر قطار شهری شیراز.

[12]  Moller, S. C. (2006). Tunnel Induced Settlement and Structural Forces in Lining. Berlin: Doctoral Thesis, Institute of  Geotechnic, Sturrgart University. ISBN-10: 3-9211837-54-5. http://www.uni-stuttgart.de/igs/content/publications/IGS_Dissertationen/Doctoral_Thesis_Sven_Moeller.pdf.

[13]  Mroueh, H., & Shahrour, I. (2008). A Simplified 3D Model for Tunnel Construction Using Tunnel Boring Machines. Tunnelling and Underground Space Technology, 23(1), 38-45. http://dx.doi.org/10.1016/j.tust.2006.11.008.

[14]  Namazi, E., Mohamad, H., Hong, A. K. B., Hajihassani, M., Josoh, S. N., & Alavi, S. V. (2012). Ground Behaviour around a Tunnel Using Various Soil Models. Electronic Journal of Geotechnical Engineering, 17(E), 609-622. http://www.ejge.com/2012/Ppr12.056alr.pdf.

[15]  Franzius, J. N., Potts, D. M., & Burland, J. B. (2005). The influence of Soil Anisotropy and K0 on Ground Surface Movements Resulting from Tunnel Excavation. Géotechnique, 55(3), 189-199. http://dx.doi.org/10.1680/geot.2005.55.3.189.

[16]  Ng, C. W. W., & Lee. G. T. K. (2005). Three-Dimensional Ground Settlements and Stress Transfer Mechanisms due to Open-Face Tunnelling. Canadian Geotechnical Journal, 42(4), 1015-1029. http://dx.doi.org/10.1139/t05-025.

[17]  Sweeney, P. (2006). A Study of Interaction Effects due to Bored Tunnels in Clay. Master’s Thesis, Department of Civil and Environmental engineering, Massachusetts Institute of Technology. https://dspace.mit.edu/handle/1721.1/34585.