[1]. Jaeger, J.C., Cook N.G.W. and Zimmerman, R.W. (2007). Fundamentals of Rock Mechanics. Fourth Edition, Blackwell Publishing.

[2]. Durham, W.B. and Bonner B.P. (1994). Self-propping and fluid flow experiments in slightly offset joints at high effective pressures. J Geophysical Research: Solid Earth, 99(B5), 9391-9.

[3]. Makurat, A. and Gutierrez M. (1996). Fracture flow and fracture cross flow experiments, Paper 36732 presented at the 1996 SPE Annual Technical Conference and Exhibition. Denver, CO, October 6-9, 511-519.

[4]. Zimmerman, R.W. and Bodvarsson, G.S. (1996). Hydraulic conductivity of rock fractures. Transport in Porous Media, 23, 1-30.

[5]. Yeo, I.W., de Freitas M.H. and Zimmerman R.W. (1998). Effect of shear displacement on the aperture and permeability of a rock fracture. International Journal of Rock Mechanics and Mining Sciences, 35(8), 1050-70.

[6]. Chen, Z., Narayan S.P., Yang Z. and Rahman, S.S. (2000). An experimental investigation of hydraulic behavior of fractures and joints in granitic rock. International Journal of Rock Mechanics and Mining Sciences, 37, 1061-1071.

[7]. Barton, N. and de Quadros, E.F. (1997). Joint aperture and roughness in the prediction of flow and groutability of rock masses. International Journal of Rock Mechanics and Mining Sciences, 34(3-4), 252-e1. Weaver, K. D. (1991). Dam foundation grouting. American Society of Civil Engineers, New York, N.Y.

[8]. Håkansson, U., Hässler, L. and Stille, H. (1992). Rheological properties of microfine cement grouts. Tunnelling and Underground Space Technology, 7, 453–458.

[9]. Wittke, W. (1968). Zur Reichweite von Injektionen in klufitgen Fels. Felsmechanik und Ingenieurgeologie Supplementum, Volume IV, Springer, Wien–New York, 79-89.

[10]. Wittke, W. (1990). Rock Mechanics-Theory and application with case studies. Springer, Verlag, Berlin.

[11]. Jiacai, L., Baochang, W., Wenguang, C., Yuhua, G. and Hesheng, C. (1982). Polyurethane Grouting in hydraulic engineering. Proceedings of conference of Grouting in Geotechnical Engineering, New Orlean, W. H. Baker (editors) American Society of Civil Engineering, New York, 403-417.

[12]. Lombardi, G. (1985). The role of cohesion in cement grouting of rock: 15th ICOLD Congress, Lausanne, III, 235-261.

[13]. Lau, D. and Crawford, A. (1986, January). The Cement Grouting of Discontinuities in Rock Masses. In the 27th US Symposium on Rock Mechanics (USRMS). American Rock Mechanics Association.

[14]. Shroff, A. V. and Shah, D. L. (1999). Grouting Technology in Tunnelling and Dam Construction. A. A.  Balkema, Rotterdam, Brookfield.

[15]. Majdi, A., Pourrahimian, Y. and Bagheri, H. (2004). Theoretical Prediction of Grout-Take in Jointed Rock Masses. International Conference on Ground Improvement Techniques, Kuala Lumpur, Malaysia, 237-244.

[16]. Widmann, R. (1996, December). International society for rock mechanics commission on rock grouting. In International journal of rock mechanics and mining sciences geomechanics abstracts (Vol. 33, No. 8, pp. 803-847). Pergamon.

[17]. Warner, J. (2004). Practical handbook of grouting: soil, rock, and structures. John Wiley and Sons.

[18]. Draganovic, A. and Stille, H. (2011). Filtration and penetrability of cement-based grout: Study performed with a short slot. Tunnelling and underground space technology, 26(4), 548-559.

[19]. Nonveiller, E. (1968, October). Grouted Cutoff Curtains in fissured rock. In Rock Mechanics Symp Proc, Madrid/Sp/.

[20]. Verfel, J. (1989). Rock grouting and diaphragm wall construction. Elsevier, Amsterdam.

[21]. Draganovic, A. and Stille, H. (2011). Filtration and penetrability of cement-based grout: Study performed with a short slot. Tunnelling and underground space technology, 26(4), 548-559.

[22]. Baker, C. (1974). Comments on paper "Rock Stabilization in Rock Mechanics. Edited by L. Muller. Springer-verlag, Wien-New York. Literature during Course held at the Dept. of Mechanics of Solids, UDINE.

[23]. Baghbanan, A. and Jing, L. (2007). Hydraulic properties of fractured rock masses with correlated fracture length and aperture. International Journal of Rock Mechanics and Mining Sciences, 44(5), 704-719.

[24]. Cacas, M.C., Ledoux, E., de Marsily, G., Tillie, B., Barbreau, A., Durand, E., ... and Peaudecerf, P. (1990). Modeling fracture flow with a stochastic discrete fracture network: calibration and validation: 1. The flow model. Water Resources Research, 26(3), 479-489.

[25]. Dershowitz, W., De, T., Uchida, M. and Hermanson, J. (2007). Analysis of groundwater inflow control by grouting using the discrete fracture network method. Felsbau, 25(4), 34-41.

[26]. Cvetkovic, V. and Frampton, A. (2012). Solute transport and retention in three‐dimensional fracture networks. Water resources research, 48(2).

[27]. Dessirier, B., Tsang, C. F. and Niemi, A. (2018). A new scripting library for modeling flow and transport in fractured rock with channel networks. Computers and Geosciences, 111, 181-189.

[28]. Dreuzy, J.R., Méheust, Y. and Pichot, G. (2012). Influence of fracture scale heterogeneity on the flow properties of three‐dimensional discrete fracture networks (DFN). Journal of Geophysical Research: Solid Earth, 117(B11).

[29]. Hässler, L. (1991). Grouting of Rock-Simulation and Classification [PhD thesis]. KTH Royal Institute of Technology, Stockholm.

[30]. Nguyen, V. H., Rémond, S., Gallias, J.L., Bigas, J.P. and Muller, P. (2006). Flow of Herschel–Bulkley fluids through the Marsh cone. Journal of non-Newtonian fluid mechanics, 139(1-2), 128-134.

[31]. Balhoff, M., Sanchez-Rivera, D., Kwok, A., Mehmani, Y. and Prodanović, M. (2012). Numerical algorithms for network modeling of yield stress and other non-Newtonian fluids in porous media. Transport in porous media, 93(3), 363-379.

[32]. Rahman, M., Håkansson, U., and Wiklund, J. (2015). In-line rheological measurements of cement grouts: Effects of water/cement ratio and hydration. Tunnelling and Underground Space Technology, 45, 34-42.

[33]. Shamu, T. J. and Håkansson, U. (2019). Rheology of cement grouts: On the critical shear rate and no-slip regime in the Couette geometry. Cement and Concrete Research, 123.

[34]. Herschel, W.H. and Bulkley, R. (1926). Konsistenzmessungen von Gummi Benzollösungen. KolloidZeitschrift 39 (4), 291–300.

[35]. Håkansson, U. (1993). Rheology of Fresh Cement-based Grouts. Doctoral Thesis, Department of Infrastructure and Environmental Engineering. Division of Soil and Rock Mechanics, Royal Institute of Technology, Stockholm, Sweden.

[36]. Funehag, J. and Fransson, Å. (2006). Sealing narrow fractures with a Newtonian fluid: model prediction for grouting verified by field study. Tunnelling and underground space technology, 21(5), 492-498.

[37]. Lombardi, G. (2003). Grouting of rock masses. In: International Conference on Grouting and Ground Treatment, 164–197.

[38]. Hässler, L., Stille, H. and Håkansson, U. (1987). Simulation of grouting in jointed rock. In: Proceeding of the Sixth International Congress on Rock Mechanics, Balkema, Rotterdam, 2, 943-946.

[39]. Hässler, L., Håkansson, U. and Stille, H. (1992). Computer-simulated flow of grouts in jointed rock. Tunnelling and Underground Space Technology 7(4), 441-446.

[40]. Mohajerani, S., Baghbanan, A., Bagherpour, R. and Hashemolhosseini, H. (2015) Grout penetration in fractured rock mass using a new developed explicit algorithm. International Journal of Rock Mechanics and Mining Sciences, 80, 412–417.

[41]. Eriksson, M., Stille, H. and Andersson, J. (2000). Numerical calculations for prediction of grout spread with account for filtration and varying aperture. Tunnelling and Underground Space Technology, 15(4), 353-364.

[42]. Janson, T. (1998). Calculation models for estimation of grout take in hard jointed rocks. Ph,D, Royal Institute of Technology.

[43]. Dalmalm T. (2001), Grouting Prediction systems for hard Rock-based on active design. Royal Institute of Technology, Stockholm, Sweden.

[44]. Dalmalm, T. (2004). Choice of grouting method for jointed hard rock based on sealing time predictions. PhD, Royal Institute of Technology.

[45]. Rahmani, H. (2009). Estimation of Grout Distribution in a Fractured Rock by Numerical Modeling. MSc Dissertation. Vancouver: The University of British Columbia.

[46]. Lee J.S., Bang C.S., Mok Y.J. and Joh, S.H. (2000). Numerical and experimental analysis of penetration grouting in jointed rock masses. International Journal of Rock Mechanics and Mining Sciences, 37(7), 1027–1037.

[47]. Hässler, L., Håkansson, U. and Stille, H. (1992). Classification of jointed rock with emphasis on grouting. Tunnelling and underground space technology, 7(4), 447-452.

[48]. Gustafson, G., Claesson, J. and Fransson, Å. (2013). Steering parameters for rock grouting. Journal of Applied Mathematics, 2013.

[49]. Gustafson, G. and Stille, H. (2005). Stop criteria for cement grouting. Felsbau: Zeitschrift für Geomechanik und Ingenieurgeologie im Bauwesen und Bergbau, 25(3), 62-68.

[50]. Kobayashi, S., Stille, H., Gustafson, G. and Stille, B. (2008). Real-time grouting control method. Development and application using Äspö HRL data (No. SKB-R--08-133). Swedish Nuclear Fuel and Waste Management Co.

[51]. Stille, B., Stille, H., Gustafson, G. and Kobayashi, S. (2009). Experience with the real time grouting control method. Geomechanics and Tunnelling, 2(5), 447-459.

[52]. Lavrov, A. (2013). Numerical modeling of steady-state flow of a non-Newtonian power-law fluid in a rough-walled fracture. Computers and Geotechnics, 50, 101-109.

[53]. Lavrov, A. (2015). Flow of truncated power-law fluid between parallel walls for hydraulic fracturing applications. Journal of non-Newtonian Fluid Mechanics, 223, 141-146.

[54]. Bao, K., Lavrov, A. and Nilsen, H. M. (2016, August). Numerical Modelling of non-Newtonian Fluid Flow in Fractures and Porous Media. In ECMOR XV-15th European Conference on the Mathematics of Oil Recovery (pp. cp-494). European Association of Geoscientists & Engineers.

[55]. Amadei, B. and Savage, W. Z. (2001). An analytical solution for transient flow of Bingham viscoplastic materials in rock fractures. International Journal of Rock Mechanics and Mining Sciences, 38, 285-296.

[56]. Yang M.J., Yue Z.Q., Lee P.K., Su B. and Tham L.G. (2002). Prediction of grout penetration in fractured rocks by numerical simulation. Canadian Geotechnical Journal. 39(6), 1384–1394.

[57]. Mortazavi A. and Maadikhah A. (2016). An investigation of the effects of important grouting and rock parameters on the grouting process. Geomechanics and Geoengineering, 1–17.

[58]. Fidelibus, C. and Lenti, V. (2012). Short note: The propagation of grout in pipe networks. Computers and Geosciences, 45, 331-336.

[59]. Rutqvist, J. and Stephansson O. (2003). The role of hydromechanical coupling in fractured rock engineering. Hydrogeology Journal, 11(1), 7–40.

[60]. Zimmerman R. and Main, I. (2003). Chapter 7 hydromechanical behavior of fractured rocks. Int Geophys., 89, 363–421.

[61]. Tsang, C.F., Bernier F. and Davies, C. (2005). Geohydromechanical processes in the excavation damaged zone in crystalline rock, rock salt, and indurated and plastic clays—in the context of radioactive waste disposal. International Journal of Rock Mechanics and Mining Sciences, 42(1), 109–125.

[62]. Gothäl, R. and Stille, H. (2009). Fracture dilation during grouting. Tunneling and Underground Space Technology, 24, 126-135.

[63]. Lecampion, B. (2009). An extended finite element method for hydraulic fracture problems.  Communications in Numerical Methods in Engineering, 25(2), 121–133.

[64]. Gupta, P. and Duarte, C.A. (2014). Simulation of non-planar three-dimensional hydraulic fracture propagation. International Journal for Numerical and Analytical Methods in Geomechanics, 38(13), 1397–1430.

[65]. Marina, S., Derek, I., Mohamed, P., Yong, S. and Imo-Imo, E.K. (2015). Simulation of the hydraulic fracturing process of fractured rocks by the discrete element method. Environmental earth sciences, 73(12), 8451–8469.

[66]. Lei, Q., Latham, J.P. and Tsang C.F. (2017). The use of discrete fracture networks for modelling coupled geomechanical and hydrological behavior of fractured rocks. Computers and Geotechnics, 85, 151–176.

[67]. Yan, X., Sun, Z. and Dong, Q. (2021). The unified pipe-interface element method for simulating the coupled hydro-mechanical grouting process in fractured rock with fracture propagation. Engineering Fracture Mechanics, 256, 107993.

[68]. Yan, C., Tong, Y., Luo, Z., Ke, W. and Wang, G. (2021). A two-dimensional grouting model considering hydromechanical coupling and fracturing for fractured rock mass. Engineering Analysis with Boundary Elements, 133, 385-397.

[69]. Gothall, R. and Stille, H. (2009). Fracture dilation during grouting. Tunnelling and Underground Space Technology, 24(2), 126–135.

[70]. El Tani, M. and Stille, H. (2017). Grout spread and injection period of silica solution and cement mix in rock fractures. Rock Mechics and Rock Enginnering, 50(9), 2365–2380.

[71]. Kim, H.M., Lee, J.W., Yazdani, M., Tohidi, E., Nejati, H.R. and Park, E.S. (2018). Coupled viscous fluid flow and joint deformation analysis for grout injection in a rock joint. Rock Mechanics and Rock Engineering, 51(2), 627–638.

[72]. Sun, L., Grasselli, G., Liu, Q. and Tang, X. (2019). Coupled hydro-mechanical analysis for grout penetration in fractured rocks using the finite-discrete element method. International Journal of Rock Mechanics and Mining Sciences, 124, 104138.

[73]. Rutqvist, J. and Stephansson, O. (1996). Acyclic hydraulic jacking test to determine the in situ stress normal to a fracture. International Journal of Rock Mechanics and Mining Sciences, 33(7), 695–711.

[74]. Rafi, J.Y. and Stille, H. (2014). Control of rock jacking considering spread of grout and grouting pressure. Tunnelling and Underground Space Technology, 40, 1-15.

[75]. Ghafar, A.N., Mentesidis, A., Draganovic, A. and Larsson, S. (2016). An experimental approach to the development of dynamic pressure to improve grout spread. Rock Mechanics and Rock Engineering, 49(9), 3709-3721.

[76]. Rahman, M., Wiklund, J., Kotzé, R. and Håkansson, U. (2017). Yield stress of cement grouts. Tunnelling and Underground Space Technology, 61, 50-60.

[77]. Gustafson G. and Stille, H. (1996). Prediction of groutability from grout properties and hydrological data. Tunneling and Underground Space Technology, 11, 325-32.

[78]. Xu, Z., Liu, C., Zhou, X., Gao, G. and Feng, X. (2019). Full-scale physical modelling of fissure grouting in deep underground rocks. Tunnelling and Underground Space Technology, 89, 249-261.

[79]. Liu, Q., Sun, L. and Tang, X. (2019). Investigate the influence of the in-situ stress conditions on the grout penetration process in fractured rocks using the combined finite-discrete element method. Engineering Analysis with Boundary Elements, 106, 86-101.

[80]. Zou, L., Håkansson, U. and Cvetkovic, V. (2018). Two-phase cement grout propagation in homogeneous water-saturated rock fractures. International Journal of Rock Mechanics and Mining Sciences, 106, 243-249.

[81]. Zou, L., Håkansson, U. and Cvetkovic, V. (2020). Yield-power-law fluid propagation in water-saturated fracture networks with application to rock grouting. Tunnelling and Underground Space Technology, 95, 103170.

[82]. Lee, J. S., Sagong, M., Park, J. and Choi, I. Y. (2020). Experimental analysis of penetration grouting in umbrella arch method for tunnel reinforcement. International Journal of Rock Mechanics and Mining Sciences, 130, 104346.

[83]. Wang, X., Xiao, F., Zhang, Q., Zhou, A. and Liu, R. (2021). Grouting characteristics in rock fractures with rough surfaces: Apparatus design and experimental study. Measurement, 184, 109870.

[84]. Shamu, T.J., Zou, L. and Håkansson, U. (2021). A nomogram for cement-based rock grouting. Tunnelling and Underground Space Technology, 116, 104110.

[85]. Rafi, J. and Stille, H. (2021). A method for determining grouting pressure and stop criteria to control grout spread distance and fracture dilation. Tunnelling and Underground Space Technology, 112, 103885.

[86].  ISRM, International Society for Rock Mechanics, (1982). Suggested Methods for rock characterization, Testing and Monitoring, International journal of Rock Mechanics & Mining Science & Geomechanical Abstracts.

[87]. Kutzener, C. (1996). Grouting of rock and soil. 271 pages (p. 4-8), A. A. Balkema.

[88]. Majdi, A. and Mirzazade, A. (2017, August). Prediction of Minimal Rock Mass Grouting Pressure based on Newton’s Second Law and Principles of Fracture Mechanics. In 51st US Rock Mechanics/Geomechanics Symposium. American Rock Mechanics Association.

[89]. Ewert, F.K. (1985). Rock grouting with emphasis on dam sites. 428P. Springer-Verlag, Berlin.

[90]. Leblais, Y. (2005). Ground reinforcement for tunneling in weak ground. ITA/AITEStraining Course Tunnel Engineering, Istanbul.