[1]. Holmberg, R. & Persson, P. A. (1980). Design of Tunnel perimeter blasthole patterns to prevent rock damage. Transactions Institutions of Mining and Metallurgy, 89, 37-40.
[2]. Saiang, D. (2008). Behavior of Blast-Induced Damaged Zone around Underground Excavations in Hard Rock Mass, Department of Civil, Mining and Environmental Engineering, Luleå University of Technology, Doctoral Thesis.
[3]. Saiang, D. & Nordlund, E. (2007). Failure Mechanisms around shallow tunnels in Brittle rock. In: R.E. Sousa, Olalla and Grossman (Editors), 11th International Society of Rock Mechanics Symposium. Talyor and Francis, Lisbon, Portugal, 883-890.
[5]. Iverson, S.R., Hustrulid, W.A., Johnson, J.C., Tesarik, D. & Akbarzadeh, Y. (2009). The extent of blast damage from a fully coupled explosive charge. Proceedings of the ninth international symposium on rock fragmentation by blasting. Granada, Spain, Taylor & Francis, 459–68.
[7]. Li, H., Xiang, X., Li, J., Zhao, J., Liu, B. & Liu, Y. (2011). Rock damage control in bedrock blasting excavation for a nuclear power plant. International Journal of Rock Mechanics and Mining Sciences, 48(2), 210 – 218.
[8]. Onederra, I. A., et al. (2013). Modelling Blast Induced Damage from a Fully Coupled Explosive Charge. International Journal of Rock Mechanics and Mining Sciences, 58, 73–84.
[9]. Yang, J., Lu, W., Hu, Y. et al. (2015). Numerical Simulation of Rock Mass Damage Evolution during Deep-Buried Tunnel Excavation by Drill and Blast. Rock Mechanics Rock Engineering, 48, 2045–2059.
[10]. Yingjie, L., Dingli, Z., Qian, F.,
Qingchun, Y. & Lu, X. (2014). A physical and numerical investigation of the failure mechanism of weak rocks surrounding tunnels.
Computers and Geotechnics, 61, 292-307.
[11]. Xie, L. X., Lu, W., Zhang, Q. B., Jiang, Q. H., Wang, G. H. & Zhao, J. (2016). Damage evolution mechanisms of rock in deep tunnels induced by cut blasting. Tunneling and Underground Space Technology, 58, 257-270.
[12]. Eslami, M. & Goshtasbi, K. (2018). Blasting Damage Predictions by Numerical Modeling in Siahbishe Pumped Storage Powerhouse. Journal of The Institution of Engineers (India) Series D, 99 (8), 133–146.
[13]. Dang, V.K., Dias, D., Do, N. A. & Vo, T.H. (2021). Impact of blasting at tunnel face on an existing adjacent tunnel. GEOMATE Journal, 15(47), 22-31.
[14].
Daraei, A. &
Shokrollah, Z. (2018). Prediction of overbreak depth in Ghalaje road tunnel using strength factor.
International Journal of Mining Science and Technology, 28 (4), 679-684.
[15]. Verma, H.K., Samadhiya, N.K., Singh, M., Goel, R.K. & Singh, P.K. (2018). Blast induced rock mass damage around tunnels. Tunneling and Underground Space Technology, 71, 149–158.
[16]. Villalobos, S., Cacciari, P. & Futai, M. (2020). Stability assessment around a railway tunnel using terrestrial laser scanner data and finite element analysis.
Revista ingeniería de construcción, 35(1), 21-33.
[17]. Zou, B., Xu, Zh., Wang, J., Luo, Zh. & Hu, L. (2020). Numerical Investigation on Influential Factors for Quality of Smooth Blasting in Rock Tunnels. Advances in Civil Engineering, Article ID 9854313.
[18]. Ali dadi, G., Ahmadi, M. & Nejati, H.R. (2021). An equation for determining the thickness of the damaged area due to unneling using numerical and statistical methods. Iranian journal of rock mechanics, 5(3), 33-43. (In Persian).
[19]. Chinaei, F., Ahangari, K. & Shirinabadi, R. (2023). Determination of Hoek and Brown damage factor due to explosion around tunnels using numerical modeling. Journal of Analytical and Numerical Methods in Mining Engineering, 13(34), 15-26.
[20]. Iran Oston Consulting Engineers, (2017). General, Structural, and Engineering Geology Report of Ardebil-Miyaneh Railway Tunnel (In Persian).
[21]. Bakhshandeh, H. & Nejat Dehkordi, F. (2016). Simulation of airblast and introducing an appropriate model according to the conditions of the study zone. 4th International Mine & Mining Industries Congress & 6th Iranian Mining Engineering Conference, Tehran.
[22]. Sanchidrián, J. A., Castedo, R., López, L. M., Segarra, P. & Santos, A. P. (2015). Determination of the JWL Constants for ANFO and Emulsion Explosives from Cylinder Test Data. Central European Journal of Energetic Materials, 12(2), 177-194.
[23]. Wang, J., Yin, Y. & Luo, C. (2018). Johnson–Holmquist-II (JH-2) Constitutive Model for Rock Materials: Parameter Determination and Application in Tunnel Smooth Blasting. Applied Sciences, 8(9), 1675.
[24]. Livermore Software Technology Corporation (LSTC), (2017). LS-DYNA Keyword user’s manual. Volume II, R10.0, 1577 pp.
[25]. Saleh Asheghabadi, M. & Cheng, X. (2020). Analysis of Undrained Seismic Behavior of Shallow Tunnels in Soft Clay Using Nonlinear Kinematic Hardening Model. Applied Sciences, 10(8), 2834.
[26]. Yang, R., Bawden, W.F. & Katsabanis, P.D. (1996). A new constitutive model for blast damage. International Journal of Rock Mechanics and Mining Sciences, 33, 245–254.
[27]. Hallquist, John O. (2006). Ls-Dyna Theory Manual. Livermore Software Technology Corporation.
[28]. Murray, Y.D., Reid, J.D., Faller, R.K., Bielenberg, B.W. & Paulsen, T.J. (2007). Manual for LS-DYNA wood material model 143 Report No. FHWA-HRT-04-096. US Federal Highway Administration, Turner-Fairbank Highway Research Center.
[29]. Sun, Ch. (2013). Damage zone prediction for rock blasting. Ph.D. dissertation, Department of Mining Engineering, University of Utah, 225 pp.