[1] Bagheri, M.; Jalalifar, H.; R. Rahmannejad, R.,(2008), The Evaluation and Applicability of Rock Bolts in Coal Mines with regard to the Kerman Province Mines. In: Proceedings of the Aachen international symposium on Roof-bolting in Mining, March 2008. Publisher: Wissenschaftsverlag Mainz in Aachen; pp 257- 274.
[2] Sanmarian Esfahani, N., Azari, A., Baghbanan, A., Hashem Al-Hosseini, H. (2023). Evaluation of optimal rock bolt arrangement for the stability of a jointed rock mass using 3D DEM-DFN method – Case study: Kolab 2 cavern. Analytical and Numerical Methods in Mining Engineering, 13(34), 67–81. [In Persian]
[3] Croney P. Legge T. and Dhalla A., (1978), Location of block release mechanism in tunnels from geological data and the design of associated support. Computer Methods in Tunnel Design. Institute of Civil Engineers. London, pp 97-119.
[4] Everling G., (1964), Model test concerning the interaction of ground and roof support in gate roads. Int. J. Rock Mech. Min. Sci., Vol. 1, pp 319-326.
[5] Fahimifar, A.; Soroush, H. (2004): A theoretical approach for analysis of the interaction between grouted rockbolts and rock masses. In: Tunnelling and Underground Space Technology, 20(2004), Issue 4; Publisher: Elsevier Press; pp 333-343.
[6] Aghakhani H., Ahangari K, Eftekhari M., (2024) Estimation of Deformation Modulus of Azad Pumped Storage Powerhouse Cavern using Back Analysis based on Combination of Extensometer and Load Cell Results, Indian Geotechnical Journal, 1-17.
[7] Senemarian Isfahani N, Azhari A, Baghbanan A, Hashemolhosseini H, (2023), Evaluation of the optimal arrangement of rock bolts on the stability of jointed rockmass Using Three-Dimensional DFN-DEM Approach - Case study: Clab 2 cavern. Journal of Analytical and Numerical Methods in Mining Engineering. Vol. 13, No. 34, pp 67-81.
[8] Aghakhani H., Ahangari K, Eftekhari M., (2022), Loss displacement estimation of Azad pumped storage powerhouse cavern using combination of numerical modeling and instrumentation results, Innovative Infrastructure Solutions, 7:32.
[9] Hobbs D. W., (1968), Scale model studies of strata movement around mine roadways. Int. J. Rock Mech. Min. Sci. Vol. 5, pp 219-235.
[10] Hoek E., (1963), Experimental study of rock stress problems in deep level mining. Proc. 1st Congr. on Experimental Mechanics, New York, pp 177-193.
[11] Hoek E. ,(2007), Model to demonstrate how bolts work. In: Practical rock engineering;.
[12] Itasca Consulting Group, (2015), FLAC-Fast Lagrangian Analysis of Continua, Version 5.1., ITASCA Consulting Group, Inc, Minneapolis, MN.
[13] Junlu, L. (1999): A new rockbolt design criterion and knowledge expert system for stratified roof. The Faculty of the Virginia Polytechnic Institute and State University; Dissertation. In: website: www.eng.unsw.edu.au/faculty/publicat/2007/Eng%20Research%20Guide.pdf.
[14] Kaiser PK, Tannant DD, McCreath DR. ,(1996), Canadian rock burst support handbook. Sudbury, Canada: Geomechanics Research Center.
[15] Li C. C., (2017), Principles of rockbolting design, Journal of Rock Mechanics and Geotechnical Engineering, pp 396-414.
[16] Kovari, K. (2004): History of rockbolt and the sprayed concrete lining method. In: Proceedings of the Aachen International symposium on Roofbolting in Mining (2004); Publisher: Wissen-schaftsverlag Mainz in Aachen; pp 39 – 85.
[17] Rabcewicz, L. V. (1964). The new Austrian tunnelling method. Water power
[18] Panek LA., (1964), Design for bolting stratified roof. Transactions of the Society of Mining Engineers ;229:9-13.
[19] Coates DF, Cochrane TS. , (1970), Development of design specifications for rock bolting from research in Canadian mines. Research Report R224. Mining Research Centre, Energy, Mines and Resources Canada.
[20] Lang T. ,(1972), Rock reinforcement. Bulletin of the International Association of Engineering Geology;9: 15-39.
[21] Barton N, Lien R, Lunde J. ,(1974), Engineering classification of rock masses for the design of tunnel support. Rock Mechanics;6(4),pp 189-239
[22] Schach R, Garschol K, Heltzen AM., (1979),Rock bolting: a practical handbook. Oxford: Pergamon
[23] .Farmer IW, Shelton PD., (1980), Factors that affect underground rockbolt reinforcement systems design. Transactions of the Institutions of Mining and Metallurgy (1980);89:68-83.
[24] Crawford AM, Ng L, Lau KC. ,(1985), The spacing and length of rock bolts for underground openings in jointed rock. In: Einsenstein Z, editor. Proceedings of the 84 5th international conference on numerical methods in geomechanics. A.A. Balkema. pp 293-300.
[25] Stillborg B., (1994), Professional user’s handbook for rockbolting. ClausthalZellerfeld: Trans Tech Publications.
[26] .Schubert W., (2001), Recent experience with squeezing rock in Alpine tunnels. In: CUC erock support in medium to poor rock conditions.
[27] Li CC., (2012), Design principles of rock support for underground excavations. In: Eurock 2012. Stockholm, Sweden.
[28] Ziping, H. (2001): Stabilizing of rock cavern roofs by rockbolts. Department of geology and mineral resources engineering; Faculty of applied earth science; Norwegian University of Science and Technology; PhD thesis.
[29] Ng C.W.W., Lee G.T.K., (2002) , A three-dimensional parametric study of the use of soil nails for stabilising tunnel faces", Computers and Geotechnics, Vol. 29:pp 673-697 .
[30] Fellin W., King J., Kirsch A., (2010), Oberguggenberger M., "Uncertainty modelling and sensitivity analysis of tunnel face stability", Structural Safety Vol. 32 402-410
[31] Sakurai, Sh.; 2010; “Modeling strategy for jointed rock masses reinforced by rock bolts in tunneling practice”. Acta Geotechnica, Vol. 5.2, pp. 121-126.
[32] Kaya, A.; Bulut, F.; and Sayin A.; 2011; “Analysis of support requirements for a tunnel portal in weak rock: A case study from Turkey”. Scientific Research and Essays, Vol. 6(31), pp.6566-6583.
[33] Lorig, L. J.; Varona, P.; 2013; “Guidelines for numerical modelling of rock support for mines.” Proceedings of the Seventh International Symposium on Ground Support in Mining and Underground Construction. Australian Centre for Geomechanics, pp. 81-105.
[34] Mark C., (2015) , Design of roof bolts systems, Ergonomics in Mining project.
[35] Boon, C. W.; Houlsby, G. T.; Utili, S.; 2015; “Designing tunnel support in jointed rock masses via the DEM.” Rock mechanics and rock engineering, Vol. 48.2, pp. 603-632.
[36] Shreedharan, S.; Kulatilake, P.; 2016; “Discontinuum–equivalent continuum analysis of the stability of tunnels in a deep coal mine using the distinct element method”. Rock Mechanics and Rock Engineering, Vol. 49.5: pp. 1903-1922
[37] Skrzypkowski, K., Korzeniowski, W., Zagórski, K., & Zagórska, A. (2019). Flexibility and Load-Bearing Capacity of Roof Bolting as Functions of Mounting Depth and Hole Diameter. Energies, 12(19), 3754.
[38] Sarfarazi, Vahab & Asgari, Kaveh & Nasrollahi, Mehdi. (2021). Interaction between rock bolt and rock bridge under tensile loading. Geomechanics and Geoengineering. 25. 455-471. 10.12989/gae.2021.25.6.455.
[39] Fu, J., Sarfarazi, V., Haeri, H., Zarei, A. S., Bahrami, R., Imani, M., & Marji, M. F. (2024). Experimental and Numerical Analyses of Shear Failure Mechanisms of Rock Bolt Surrounded by Bedded Rock. International Journal of Geomechanics, 24(12), 04024276.
[40] Longji Guo, Zhigang Tao, Manchao He, Massimo Coli. (2024). Excavation compensation and bolt support for a deep mine drift,Journal of Rock Mechanics and Geotechnical Engineering,Volume 16, Issue 8,Pages 3206-3220,ISSN 1674-7755
[41] Chenglei Du, Yong Cheng, Quansheng Liu, Zitao Cheng, Yiwei Liu, You Lu, Haitao Jiang. (2025).A new type of rockbolt model in 3D FDEM and its application to tunnel excavation,Tunnelling and Underground Space Technology,Volume 155, Part 1,106210,ISSN 0886-7798
[42] Sarfarazi, V. , Zhou, L. , Haeri, H. , Salehipour, P. , Elahi, A. , Moayer, A. and Fatehi Marji, M. (2025). Failure Mechanisms of Concrete-Bolt Attachment Surface: Impact of Cable Bolt Indent Number and Shape. Journal of Mining and Environment, 16(1), 223-239.
[43] Karami, M., Abreh, B., Faramarzi, L. (2012). Practical training in FLAC3D software. Isfahan University of Technology - Academic Jahad Publications. [In Persian]
[44] Hosseini, M., Afzal Aghaei, A. (2012). Back analysis of Siyah Bisheh dam power plant cavern using instrumentation data. Journal of Mining Engineering, 7, [In Persian].
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