[1] Singh, B., & Goel, R. K. (2011). Engineering rock mass classification. Elsevier Inc, Boston: Butterworth-Heinemann.
[2] Ghorbani, S., Bour, K., & Javdan, R. (2024). Evaluating the efficiency of pre-grouting in fault zones of tunnel and its effect on rock mass quality: A case study.
Geotechnical and Geological Engineering,
42(7), 6641-6654. DOI:
10.1007/s10706-023-02557-8
[3] Ghorbani, S., Bour, K., & Javdan, R. (2024). Investigating the sealing efficiency of grouting in joints: insights from effects of the rheological properties of grout and joint characteristics.
Geomechanics and Geoengineering,
19(6), 1021-1037. DOI:
10.1080/17486025.2024.2340117
[4] Ghorbani, S., Bour, K., Javdan, R., & Bour, M. (2023). Design of effective grouting pattern in Kerman water conveyance tunnel using DFN-DEM and analytical approaches.
International Journal of Geosynthetics and Ground Engineering,
9(2), 19. DOI:
10.1007/s40891-023-00441-2
[5] Rahimpour, M., Rabeti Moghadam, M., Parvizi, M., Sedghi Asl, M., & Fazeli, J. (2022). Evaluation of Grout Curtain Performance in Seepage Control from Rock Formations by 3D Analysis (A Case Study of Haigher RCC Dam). Amirkabir Journal of Civil Engineering, 54(8), 3119-3138. DOI:10.22060/ceej.2022.20508.7446
[6] Chen, Y. F., Zeng, J., Shi, H., Wang, Y., Hu, R., Yang, Z., & Zhou, C. B. (2021). Variation in hydraulic conductivity of fractured rocks at a dam foundation during operation. Journal of Rock Mechanics and Geotechnical Engineering, 13(2), 351-367. DOI:10.1016/j.jrmge.2020.09.008
[7] Hosseini, M., & Sazandeh, S. (2017). A numerical modeling study for determining the optimal depth of grout curtain in foundation and abutments of Karun 4 dam. Analytical and Numerical Methods in Mining Engineering, 6, 41-53.
[8] Shi, P., Pan, J., Chen, L., & Zhang, J. (2016). Rock mass grouting in major weakness zones during subsea tunneling. In ARMA US Rock Mechanics/Geomechanics Symposium (pp. ARMA-2016). ARMA.
[9] Bahadori, M., Beiranvand, P., & Bakhshandeh Amnieh, H. (2021). Optimization of Sardasht Dam Sealing System Using UDEC Software. Journal of Analytical and Numerical Methods in Mining Engineering, 11(26), 23-34. DOI:10.22034/anm.2021.1827
[10] Mortazavi, A., & Maadikhah, A. (2016). An investigation of the effects of important grouting and rock parameters on the grouting process. Geomechanics and Geoengineering, 11(3), 219-235. DOI:10.1080/17486025.2016.1145255
[11] Saeidi, O., Stille, H., & Torabi, S. R. (2013). Numerical and analytical analyses of the effects of different joint and grout properties on the rock mass groutability. Tunnelling and Underground Space Technology, 38, 11-25. DOI:10.1016/j.tust.2013.05.005
[12] Baghbanan, A., Dararbi, M., Momeni, A., Rahmani Shahraki, A., & Azhari, A. (2025). Three-Dimensional Analysis of Seepage in Fractured Rock Masses and Evaluation of the Accuracy of Empirical Methods for Predicting Permeability in Cutoff Walls: A Case Study of Chamshir Dam. Journal of Analytical and Numerical Methods in Mining Engineering, 15(43), 21-30. DOI:10.22034/ANM.2025.22475.1654
[13] Liou, T. S., Lin, J. J., Chen, P. K., Yeh, E. C., Jeng, F. S., & Wang, T. T. (2025). Determining representative elementary volume for hydraulic conductivity of fractured rock masses: Comparative analytical and numerical studies. Engineering Geology, 348, 107966. DOI:10.1016/j.enggeo.2025.107966
[14] Chengcheng, Z., Dongqing, W., Hao, D., Jinming, Z., & Qi, C. (2025). Accurate Estimation of Fractured Rock Mass Permeability Using Borehole Imaging and Water Pressure Testing. Geotechnical and Geological Engineering, 43(5), 208. DOI:10.1007/s10706-025-03160-9
[15] Huang, D., Jin, Q., & Wu, Z. (2025). Grouting optimization for tunnel water-inrush disaster mitigation in jointed rock masses using discrete fracture network modeling. Geohazard Mechanics, 3(4), 261-271. DOI:10.1016/j.ghm.2025.11.001
[16] Wang, L., Long, Y., Chen, G., Mei, Q., Luo, F., Gong, H., & Ma, L. (2025). Calculation Method of Permeability Tensor Based on the Size Effect and Anisotropy of Rock Fracture Surface Roughness. Advances in Civil Engineering, 2025(1), 5581786. DOI:10.1155/adce/5581786
[17] lashkaripour, G., Aghamolaee, I., ghafoori, M. (2014). An investigation on engineering properties of marl rocks of Safa dam foundation. Journal of Engineering Geology, 7(2), 1743-1762.
[18] Zhao, H., Ma, F., Li, G., Zhang, Y., & Guo, J. (2012). Study of the hydrogeological characteristics and permeability of the Xinli seabed gold mine in Laizhou Bay, Jiaodong Peninsula, China. Environmental Earth Sciences, 65(7), 2003-2014. DOI:10.1007/s12665-011-1181-y
[19] Min, K. B., Rutqvist, J., Tsang, C. F., & Jing, L. (2004). A block-scale stress-permeability relationship of a fractured rock determined by numerical experiments. In Elsevier Geo-Engineering Book Series, Vol. 2, 269-274. Elsevier.
[20] Yin, L., Yang, C., & Wang, G. (2014). Seepage Analysis of Fractured Rock-mass Based on In-situ Joint Investigation. Physical and Numerical Simulation of Geotechnical Engineering, (15), 3.
[21] Lin, L., & Xu, Y. (2006). A tensor approach to the estimation of hydraulic conductivities in Table Mountain Group aquifers of South Africa. Water SA, 32(3), 371-378. DOI:10.4314/wsa.v32i3.5262
[22] Barton, N., & Choubey, V. (1977). The shear strength of rock joints in theory and practice. Rock mechanics, 10(1), 1-54.
[23] Li, P., Lu, W., Long, Y., Yang, Z., & Li, J. (2008). Seepage analysis in a fractured rock mass: The upper reservoir of Pushihe pumped-storage power station in China. Engineering Geology, 97(1-2), 53-62. DOI:10.1016/j.enggeo.2007.12.005
[24] Priest, S. D. (1993). Discontinuity analysis for rock engineering. Springer Science & Business Media.
[25] Zimmerman, R. W., & Bodvarsson, G. S. (1996). Hydraulic conductivity of rock fractures. Transport in porous media, 23(1), 1-30. DOI:10.1007/BF00145263
