[1] G. Barla, "Full-face excavation of large tunnels in difficult conditions", Journal of Rock Mechanics and Geotechnical Engineering, Vol. 8, No.3, June 2016, pp. 294–303.
[2] F. Zhang, Y.F. Gao, Y.X. Wu, N. Zhang, "Upper-bound solutions for face stability of circular tunnels in undrained clays", Geotechnique journal, Vol. 10, No.1, August 2018, pp. 76–85.
[3] P. Lunardi, G. Barla, "Full face excavation in difficult ground", Geomechanics and Tunneling, Vol.7, No. 5, October 2014, pp. 461–468.
[4] R. Tatiya, Surface and underground excavations, Methods, Techniques and Equipment, 2th ed., Taylor and Francis Group, Elsevier, USA, 2005.
[5] B. Zhang, X. Wang, J.S. Zhang, F. Meng, "Three-dimensional limit analysis of seismic stability of tunnel faces with quasi-static method", Geomech. Eng, Vol. 22, No. 9, August 2017, pp. 301–318.
[6] K.H. Bowers, "An Appraisal of the New Austrian Tunnelling Method in Soil and Weak Rock", PhD Thesis, the University of Leeds, 1997.
[7] M. Karakus, R.J. Fowell, "Effect of different tunnel face advance excavation on the settlement by FEM", Tunnelling and Underground Space Technology, Vol. 18, No.5, November 2003, pp. 513–523.
[8] M. Karakus, R.J. Fowell, "2-D and 3-D finite element analyses for the settlement due to soft ground tunnelling", Tunnelling and Underground Space Technology, Vol. 21, No. 3, January 2006, pp. 381–392.
[9] M.M. Farias, A.H. Moraes, A.P. Assis, "Displacement control in tunnels excavated by the NATM: 3-D numerical simulations", Tunnelling and Underground Space Technology, Vol. 19, No. 3, May 2004, pp. 283–293.
[10] Y. Chungsik, "Performance of multi-faced Tunneling –A 3D numerical investigation", Tunneling and Underground Space Technology, Vol. 24, No. 5, September 2009, pp.562–573.
[11] B. Zhu, X. Shi, "Study on Construction of Long Span and Soft Rock Tunnel with Numerical Simulation", Applied Mechanics and Materials, Vol.438–439, November 2013, pp. 964–968.
[12] X.M. Wang, H.w. Huang, and X.Y.Xie "effects of different bench length on the deformation of surrounding
rock by FEM", Geotechnical Aspects of Underground Construction in Soft Ground, © 2009 Taylor & Francis Group, 2009, pp. 729–733.
[13] W. Schubert "The observational Approach in Tunnelling", Institute for Rock Mechanics and Tunnelling, Graz University of Technology, Austria, April 2016, pp. 1–8.
[14] G. Atzl " Challenges and Solutions for large scale Tunnelling in Urban Environment" Proceedings of the World Tunnel Congress, Surface challenges, Underground solutions, Bergen, Norway, June 2017, pp. 1–11.
[15] E. Hoek, C. Carranza-Torres, M. Diederichs, and B. Corkum "Integration of geotechnical and structural design in tunneling", The 56th Annual Geotechnical Engineering Conference to be held in Minneapolis, February 2008, pp. 1–54.
[16] Iran Water and Power Resourced Development Co. Report, "Geological Report of Bakhtiyari Dam", 2006.
[ 17 [ مرتضی اسماعیلی و ولی اله خلیلیان، "بررسی عددی رفتار استاتیکی و دینامیکی خاکریز های راه آهن ساخته شده با ژئوفوم"، نشریه
مدلسازی در مهندسی، دوره 12 ، شماره 36 ، بهار 1393 ، صفحات 65 - 83 .
[ 18 [ محمد حاجی عزیزی، محمود رحمانی، نجف بیگلری، "تحلیل اجزای محدود سدهای زیرزمینی و نکات مهم در طراحی و اجرای آنها-
مطالعه موردی سد زیرزمینی آبخوری در استان سمنان"، نشریه مدل سازی در مهندسی، دوره 12 ، شماره 38 ، پاییز 1393 ، صفحات 153 -
165 .
[ 19 [ روح اله بصیرت، حسین سالاری راد، حامد ملاداودی، "تحلیل عددی سیستم نگهداری منفصل )سگمنتال( تحت بار زلزله"، نشریه
مدل سازی در مهندسی، دوره 16 ، شماره 54 ، پاییز 1397 ، صفحه 177 - 187 .
254 بهینهسازی حفاری تونلهای بزرگ مقطع بر مبنای ارزیابی عددی
مجله مدل سازی در مهندسی سال هفدهم، شماره 59 ، زمستان 1398
[20] Itasca Consulting Group, "UDEC version 5, User's manual", 2004.
[21] A. Palmtrom, "The use of RMi in the design of rock support in underground openings", PhD Thesis, University Of Oslo, 1995.
)
