تحلیل اندرکنش پوشش- توده سنگ در تونل‌های حفاری شده در توده سنگ هوک و براون با در نظر گرفتن ناحیه آسیب دیده

[1]  Oriad, L.L., 1982. Blasting effect and their control. In: W. Hustrulid (Editor), Underground Mining Methods Handbook. Soc. Mining Eng., AIME, New York, pp. 1590.3061

[2]  MacKown, A.F., 1986. Perimeter controlled blasting for underground excavations in fractured and weathered rocks. Bull. Assoc. Eng. Geol. , XXIII(4): 461-478.

[3]  Ricketts, T.E., 1988. Estimating underground mine damage produced by blasting, 4^th Mini Symp. On Explosive and Blasting Res., Soc. Explosive Eng., Anaheim, California, pp. 1-15.

[4] Andersson, P., 1992. Excavation disturbed zone in tunneling. SveBeFo Report No. 8 Swedish Rock Engineering Research, Stockholm.

[5]     Persson, P.-A., Holmberg, R. and Lee, J., 1996. Rock Blasting and Explosives Engineering. CRC, Tokyo, 265285 pp.

[6]     Raina, A.K., Chakraborty, A.K., Ramulu, M. and Jethwa, J.L., 2000. Rock mass damage from underground blasting, a literature review, and lab- and full scale tests to estimate crack depth by ultrasonic method. FRAGBLAST-International Journal for Blasting and Fragmentation, 4: 103-125.

[7]     Warneke, J., Dwyer, J.G. and Orr, T., 2007. Use of a 3-D scanning laser to quantify dift geometry and overbreak due to blast damage in underground manned entries. In: E. Eberhardt, D. Stead and T. Morrison (Editors), Rock Mechanics: Meeting Society’s Challenges and Demands. Taylor & Francis Group, London, Vancouver, Canada, pp. 93-100.

[8]     Saiang D, , 2004, Damaged rock zone around excavation boundaries and its interaction with shotcrete, Licentiate Thesis, Lulea˚ University of Technology, p 121

[9]     Holmberg, R. and Persson, P.-A., 1980. Design of tunnel perimeter blasthole patterns to prevent rock damage. Transc. Inst. Min. Metall.: A37-A40.

[10]  Malmgren, L., Saiang, D., Töyrä, J. and Bodare, A., 2007, The excavation damaged zone at Kiirunavaara mine, Sweden – by seismic measurements, Journal of Applied Geophysics, Vol. 61  1-15.11-15

[11]  Saiang, D. and Nordlund, E., 2009. Numerical Analyses of the Influence of Blast-Induced Damaged Rock Around Shallow Tunnels in Brittle Rock. Rock Mechanics & Rock Engineering, 42:421.

[12]  Yang RL, Rocque P, Katsabanis P, Bawden WF (1993) Blast damage study by measurement of blast vibration and damage in the area adjacent to blast hole. In: Rossmanith HP (ed) Rock fragmentation by blasting. Balkema, Rotterdam

[13]  Feng X-T, Zhang Z, Sheng Q (2000) Estimating mechanical rock mass parameters relating to the Three Gorges Project permanent shiplock using an intelligent displacement back analysis method. Int J Rock Mech Min Sci 37(7):1039–1054

[14]  Sheng Q, Yue ZQ, Lee CF, Tham LG, Zhou H (2002) Estimating the excavation disturbed zone in the permanent shiplock slopes of the Three Gorges Project, China. Int J Rock Mech Min Sci 39(2):165– 184

[15]  Sato T, Kikuchi T, Sugihara K (2000) In-situ experiments on an excavation disturbed zone induced by mechanical excavation in Neogene sedimentary rock at Tono mine, central Japan. Eng Geol 56(1–2):97–108

[16]  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.

[17]  Carranza-Torres, C., Fairhurst, C., 1999. The elastoplastic response of underground excavations in rock masses that satisfy the Hoek–Brown failure criterion. Int. J. Rock Mech. Min. Sci. 36, 777–809.

[18]  Sharan, S.K., 2003. Elastic–brittle–plastic analysis of circular openings in Hoek–Brown media. Int. J. Rock Mech. Min. Sci. 40, 817–824.

[19]  Zareifard, M.R., Fahimifar, A. 2016. Analytical solutions for the stresses and deformations of deep tunnels in an elastic-brittle-plastic rock mass considering the damaged zone, Tunnelling and Underground Space Technology, Volume 58, September 2016, Pages 186-196. 18(5)

[20]  Zareifard, M.R., Fahimifar, A. 2014. Effect of seepage forces on circular openings excavated in Hoek–Brown rock mass based on a generalised effective stress principle, European Journal of Environmental and Civil Engineering. 18(5.(

[21]  Alonso, E., Alejano, L.R., Varas, F., Fdez-Manin, G., Carranza-Torres, C., 2003. Ground response curves for rock masses exhibiting strain-softening behavior. Int. J.Numer. Anal. Meth. Geomech. 27, 1153– 1185.

[22]  Carranza-Torres, C., 2004. Elasto-plastic solution of tunnel problems using the generalized form of the Hoek– Brown failure criterion. Int. J. Rock Mech. Min. Sci. 41, 480–481.

[23]  Park, K.-H., Kim, Y.-J., 2006. Analytical solution for a circular opening in, an elasto-brittle-plastic rock. Int. J. Rock Mech. Min. Sci. 43, 616–622.

[24]  Guan, Z., Jiang, Y., Tanabasi, Y., 2007. Ground reaction analyses in conventional tunneling excavation. Tunnel. Undergr. Space Technol.22, 230–237.

[25]  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. Tunnel Tunneling and underground space technology. 23(5), 588599.

[26]  Fahimifar, A., Zareifard, M.R., 2009. A theoretical solution for analysis of tunnels below groundwater considering the hydraulic– mechanical coupling. Tunnel. Underg. Space Technol., 24(26), 634-646.

[27]  Carranza-Torres, C. and Fairhurst, C., 2000. “Application of the convergence-confinement method of tunnel design to rock masses that satisfy the Hoek-Brown failure criterion”, Tunnelling and Underground Space Technology, 15(2), pp. 187-213.

[28]  Hoek, E., Carranza-Torres, C.T., Corkum, B,. Hoek–Brown failure criterion – 2002 edition. In: Proceedings of the 5th North American Rock Mechanics Symposium and 17th Tunnelling Association of Canada Conference, Toronto, 267–273, ., 2002.

[29]  Carranza-Torres, C. and Fairhurst , C.. On the stabiliy of tunnels under gravity loading, with post-peak softening of the ground. Int. J. Rock Mech. Min. Sci.. 34: 3-4, 1997.

[30]  Zareifard, M.R., Fahimifar, A. a new solution for shallow and deep tunnels by considering the gravitational loads. ACTA geotechnica Slovenica, 2(4), 37-49.  2012.

[31]  Timoshenko S. P., Goodier J.N., 1982. Theory of Elasticity, McGraw-Hill, New York.

[32]  RocScience, RocLab. Rocscience Inc., Toronto, Canada, 2002.

[33]  Phase2 v5.0, Two-dimensional finite element analysis program, Rocscience Inc. 2002.