[1]. Dasgupta, T. and Mukherjee, S., 2020. Porosity in Carbonates. In Advances in Oil and Gas Exploration and Production, 9–18. Springer. https://doi.org/10.1007/978-3-030-13442-6_2
[2]. Gudmundsson, A., Fjeldskaar, I. and Gjesdal, O., 2002. Fracture-generated permeability and groundwater yield in Norway. Norges geologi ke undersoke/se Bulletin, 439, 61-69.
[3]. Singhal, B. B. S. and Gupta, R. P., 1999. Applied hydrogeology of fractured rocks. The Netherlands, Kluwer Academic Publ. 401 pp. https://doi.org/10.1007/978-90-481-8799-7
[4]. Gudmundsson, A., Gjesdal, O., Brenner, S. L., and Fjeldskaar, I. 2003. Effects of linking up of discontinuities on fracture growth and groundwater transport. Hydrogeology Journal, 11 (1), 84–99. https://doi.org/10.1007/s10040-002-0238-0
[5]. Schwartz, F.W. and Zhang, H., 2003. Fundamentals of Groundwater. John Wiley & Sons, Inc., New York 583Bieniawski, Z. T., 1989. Engineering rock mass classifications: a complete manual for engineers and geologists in mining, civil, and petroleum engineering. John Wiley & Sons.
[6]. Bieniawski, Z. T., 1989. Engineering rock mass classifications: a complete manual for engineers and geologists in mining, civil, and petroleum engineering. John Wiley & Sons.
[7]. Marinos, P., Marinos, V., and Hoek, E., 2007. Geological Strength Index (GSI). A characterization tool for assessing engineering properties for rock masses. Underground Works under Special Conditions - Proceedings of the Workshop (W1) on Underground Works under Special Conditions. 13-21. https://doi.org/10.1201/noe0415450287.ch2
[8]. Şen, Z. and Sadagah, B. H., 2003. Modified rock mass classification system by continuous rating. Engineering Geology, 67(3-4), 269–280. doi:10.1016/s0013-7952(02)00185-0
[9]. Sonmez, H. and Ulusay, R., 1999. Modification to the Geological Strength Index (GSI) and their Applicability to Stability of Slopes, International Journal of Rock Mechanics and Mining Science, 36, 743-760. http://dx.doi.org/10.1016/S0148-9062(99)00043-1
[10]. Sonmez, H. and Ulusay, R., 2002. A discussion on the Hoek–Brown failure criterion and suggested modification to the criterion verified by slope stability case studies. Yerbilimleri (Earth Sciences), 26, 77–99, www.yerbilimleri.hacettepe.edu.trS
[11]. Kayabaşi, A. 2017. The Geological Strength Index Chart Assessment for Rock Mass Permeability. Bulletin of the Earth Sciences Application and Research Centre of Hacettepe University, 38 (3), 295-309.
[12]. Somodi G, Bar N, Kovács L, Arrieta M, Török Á, Vásárhelyi B., 2021. Study of Rock Mass Rating (RMR) and Geological Strength Index (GSI) Correlations in Granite, Siltstone, Sandstone and Quartzite Rock Masses. Applied Sciences. 11 (8), 3351 pp. https://doi.org/10.3390/app11083351
[13]. Kayabasi, A., Yesiloglu-Gultekin, N., and Gokceoglu, C. 2015. Use of non-linear prediction tools to assess rock mass permeability using various discontinuity parameters. Engineering Geology, 185, 1–9. https://doi.org/10.1016/j.enggeo.2014.12.007
[14]. Öge, I.F., 2017. Assessing Rock Mass Permeability Using Discontinuity Properties, Procedia Engineering. 191, 638 – 645
[15]. Lugeon, M., 1933. Barrages et géologie. Library de l' Université, Paris, Dunod. 430pp.
[16]. Stöcklin, J., 1980. Geology of Nepal and its regional frame. Journal of Geology Society, London, 137, 1-34. http://dx.doi.org/10.1144/gsjgs.137.1.0001
[17]. Stöcklin, J., Bhattarai, K.D., 1977. Geology of the Kathmandu area and central Mahabharat range, Nepal Himalaya. Report of Department of Mines and Geology/ UNDP (unpublished), 86p. http://dx.doi.org/10.1144/gsjgs.137.1.000
[18]. Brown, E.T., 1981. Rock characterization, testing, and monitoring, ISRM suggested methods. Pergamon, Oxford, 171–183.
[19]. Palmstrom A., 1974. Characterization of jointing density and the quality of rock masses (in Norwegian). Internal report, A.B. Berdal, Norway, 26 pp.
[20]. Hoek, E., Carter, T. G., and Diederichs, M.S., 2013. Quantification of the Geological Strength Index Chart. 47th US Rock Mechanics/Geomechanics Symposium, 3, 1757-1764.
[21]. Hoek, E., 1994. Strength of rock and rock masses. News J ISRM, v. 2(2) pp. 4–16Hoek, E., Brown E.T., 1997 Practical estimates of rock mass strength. Int J Rock Mech Min Sci 34(8) 1165–1186
[22]. Hoek, E., Brown E.T., 1997 Practical estimates of rock mass strength. Int J Rock Mech Min Sci 34(8) 1165–1186
[23]. Hoek, E., Marinos, P. G., Benissi, M., 1998. Applicability of the geological strength index (GSI) classification for weak and sheared rock masses—the case of the Athens schist formation. Bull Eng Geol Env, 57(2), 151–160.
[24]. Marinos, P., and Hoek, E., 2000. GSI: a geologically friendly tool for rock mass strength estimation. In: Proceeding of the GeoEng 2000. The International Conference on Geotechnical and Geological Engineering, Melbourne, Technomic publishers, Lancaster, 1422–1446.
[25]. Zhang, L., 2013. Aspects of rock permeability. Frontiers of Structural and Civil Engineering, 7(2), 102–116. doi:10.1007/s11709-013-0201-2
[26]. Quiñones-Rozo, C., 2010. Lugeon test interpretation, revisited, in Collaborative Management of Integrated Watersheds, US Society of Dams, 30th Annual Conference, 405–414.
[27]. Chimouriya, R., 2023. Study on the relationship between slake durability index and point load strength index of limestone from Chandragiri Limestone, Thankot-Chandragiri area, Central Nepal. Master thesis submitted to CDG, Unpublished 85pp
[28]. Yusof, N. Q. A. M., and Zabidi, H., 2016. Correlation of mineralogical and textural characteristics with engineering properties of granitic rock from Hulu Langat, Selangor. Procedia Chemistry, 19, 975-980.
[29]. Singh, J.L. and Tamrakar, N.K., 2013. Rock mass rating and geological strength index of rock masses of Thopal-Malekhu river areas, Central Nepal lesser Himalaya. Bull. Dept. Geol., 16, 29–42.
[30]. Bista, K., and Tamrakar, N. K., 2015. Evaluation of strength and durability of rocks from Malekhu-Thopal Khola area, Central Nepal Lesser Himalaya for construction aggregates. Bulletin of the Department of Geology, 18, 15-34.
[31]. Hashemi, M., Moghaddas, S., & Ajalloeian, R., 2010. Application of rock mass characterization for determining the mechanical properties of rock mass: A comparative study. Rock Mechanics and Rock Engineering, 43(3), 305–320. https://doi.org/10.1007/s00603-009-0048-y
[32]. Lai, T.G., Razib, A.M.M., Mazlan, N.A., Ghani Rafek, A., Serasa, N.A.S., and Mohamed, T.R., 2016. Rock Slope Stability Assessment Using Slope Mass Rating (SMR) Method: Gunung Lang Ipoh Malaysia. Scholars Journal of Engineering and Technology, 4(SJET), 185–192. www.saspublisher.com
[33]. Osgoui, R.R., Ulusay, R. and Unal, E., 2010. An assistant tool for the Geological Strength Index to better characterize poor and very poor rock masses, International Journal of Rock Mechanics and Mining Science, 47, 690-697. http://dx.doi.org/10.1016/j.ijrmms.2010.04.001
[34]. Cai, M., Kaiser, P.K., Uno, H., Tasaka, Y., and Minami, M., 2004. Estimation of rock mass deformation modulus and strength of jointed hard rock masses using the GSI method. Inter J Rock Mech Min Sci, 41, 3–19
[35]. Terzaghi, K., and Peck, R., 1967. Soil Mechanics in Engineering Practice. John Wiley and Sons Inc., New York, 729pp.
[36]. ISRM (International Society for Rock Mechanics), 1981. In: Brown ET, editor. The International Society of Rock Mechanics suggested a method: rock characterization, testing, and monitoring. London: Pergamon Press.