Alianvari, A., Soltani-Mohammadi, S., & Miri, M. (2019). Estimation of water seepage from Azad dam foundation using multivariated geostatistic and comparison with observed flow. Scientific Quarterly Journal of Geosciences, 28(111), 195-202. (In Persian). https://doi.org/10.22071/gsj.2018.112706.1363
Association Française de Normalisation (AFNOR) Test. (1992). NF P 94-132: Soils: Recognition and testing—Permeability test by water injection in a borehole (Lefranc test). Paris, France: Association Française de Normalisation. https://www.boutique.afnor.org/fr-fr/norme/nf-p94132
Ardeshir, A., Amiri, M., Ghasemi, Y., & Errington, M. (2014). Risk assessment of construction projects for water conveyance tunnels using fuzzy fault tree analysis. International Journal of Civil Engineering, 12(4), 396-412. https://legacy.iust.ac.ir/ijce/article-1-878-en.html
Arshad, I., & Babar, M.M. (2014). Comparison of SEEP/W simulations with field observations for seepage analysis through an earthen dam (case study: Hub Dam-Pakistan). International Journal of Research, 1(7), 57-70. https://etasr.com/index.php/ETASR/article/view/4560
Aryafar, A., Doulati Ardejani, F., Singh, R., Shokri, B.J. (2007) Prediction of groundwater infow and height of the seepage face in a deep open pit mine using numerical fnite element model and analytical solutions. IMWA Symposium, Cagliari, Italy.
ASTM D2216. (2019). Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass. West Conshohocken, PA: ASTM International. https://www.astm.org/d2216-19.html
ASTM D7263. (2021). Standard test methods for laboratory determination of density and Unit Weight of Soil Specimens. West Conshohocken, PA: ASTM International. https://www.astm.org/d7263-21.html
Ataie-Ashtiani, B., Volker, R.E., & Lockington, D.A. (1999). Numerical and experimental study of seepage in unconfined aquifers with a periodic boundary condition. Journal of Hydrology, 222(1-4), 165-184. https://doi.org/10.1016/S0022-1694(99)00105-5
Bahrami, S., Doulati Ardejani, F., Aslani, S., & Baafi, E. (2014). Numerical modelling of the groundwater inflow to an advancing open pit mine: Kolahdarvazeh pit, Central Iran. Environmental Monitoring and Assessment, 186(12), 8573-8585. https://doi.org/10.1007/s10661-014-4025-x
Barton, N. (1973). Review of a new shear-strength criterion for rock joints. Engineering Geology, 7(4), 287–332. https://doi.org/10.1016/0013-7952(73)90013-6
Bieniawski, Z.T. (1973). Engineering classification of jointed rock masses. Civil Engineering, 15(12), 335–343. https://journals.co.za/content/journal/ce_sajce
Bieniawski, Z.T. (1989). Engineering Rock Mass Classifications: A Complete Manual for Engineers and Geologists in Mining, Civil, and Petroleum Engineering. New York: Wiley. New York: Wiley.
Blanco, M., Castillo, F., Soriano, J., Noval, A. M., Touze, N., Pargada, L., Rico, G., & Aguiar, E. (2012). Comparative study of three different kinds of geomembranes (PVC-P, HDPE, EPDM) used in the waterproofing of reservoirs. In Proceedings of the 5th European Geosynthetics Congress (EuroGeo5) (Vol. 5, pp. 1–46). Valencia, Spain. https://hal.archives-ouvertes.fr/hal-00763745
Borden, R.C., & Selander, C.E. (1972). Application of epoxy resins in tunnel lining concrete repair. Journal of the Construction Division, 98(2), 161-172. https://doi.org/10.1061/JCCEAZ.0000341
Caputo, M., & Huez, H.P. (1987). Tunnel waterproofing using polymeric membranes. Tunnelling and Underground Space Technology, 2(1), 83-88. https://doi.org/10.1016/0886-7798(87)90146-5
Chen, Y., Liu, M., Wang, L., Zhou, Z., & Li, H. (2024b). Water inflow prediction and waterproof-drainage system optimization in undersea tunnel. Marine Georesources & Geotechnology, 43(1), 101-111. https://doi.org/10.1080/1064119X.2024.2317363
Chen, Z., Zhuang, D., Yu, B., Ning, Z., Zhan, H., & He, C. (2024a). Seepage interaction mechanism of crossing tunnels and existing tunnels: Model test and numerical analysis. Transportation Geotechnics, 46, 101269. https://doi.org/10.1016/j.trgeo.2024.101269
Deere, D.U., & Miller, R.P. (1966). Engineering Classification and Index Properties for Intact Rock. (Technical Report No. AFWL-TR-65-116). Department of Civil Engineering, University of Illinois at Urbana-Champaign.
Dixon, D.A., Martino, J. B., Vignal, B., Masumoto, K., & Fujita, T. (2007). Overview of the evolution, performance and state of a bentonite-based tunnel seal after 5 years of operation. Physics and Chemistry of the Earth, Parts A/B/C, 32(8-14), 741-752. https://doi.org/10.1016/j.pce.2006.03.006
El-Tani, M. (1999), Water inflow into tunnels, Proceedings of the World Tunnel Congress ITA-AITES, Norway, Oslo, pp. 61-70. https://www.researchgate.net/publication/259758906_Water_Inflow_into_Tunnels
El-Tani, M. (2003). Circular tunnel in a semi-infinite aquifer. Tunnelling and Underground Space Technology, 18(1), 49-55. https://doi.org/10.1016/S0886-7798(02)00102-5
Farhadian, H., Tabrizi, D.S., Yousefi, S., Rezaei, A., & Saeidi, A. (2025). Evaluation of geological hazards along the Karaj water conveyance tunnel using multiple approaches and GIS. Results in Engineering, 26, 104758. https://doi.org/10.1016/j.rineng.2025.104758
Firouzei, Y., Hassanpour, J., Peila, D., Tarigh Azali, S. & Rostami, J. (2025). The Significance of Bentonite in Achieving Optimal Conditioning Design for EPB tunneling through rock mass Under Groundwater. Geopersia, 15(1), 161–199. https://doi.org/10.22059/geope.2024.381793.648775
Freeze, R.A., & Cherry, J.A. (1979). Groundwater. Englewood Cliffs, NJ: Prentice-Hall. 604 pp. https://gw-project.org/books/groundwater.
Frenelus, W., Peng, H., & Zhang, J. (2021). Evaluation methods for groundwater inflows into rock tunnels: a state-of-the-art review. International Journal of Hydrology, 5(4), 152-168. https://doi.org/10.15406/ijh.2021.05.00277
Friswell, M.I., & Mottershead, J.E. (1995). Finite element modelling. In Finite Element Model Updating in Structural Dynamics (pp. 7-35). Dordrecht: Springer Netherlands. https://doi.org/10.1007/978-94-015-8508-8_2
Gholizadeh khasevani, S. , Nakhaei, M. & moradi, F. (2020). Groundwater Seepage Assesment at 4/6 km of of Tehran Metro Line 7 Tunnel whit SEEP/W Software and Comparison with Analytical Methods and Obsevations. Hydrogeology, 5(2), 1-15. (In Persian). https://doi.org/10.22034/hydro.2020.9218
Ghorbani, E., Ghadernejad, S., Emami, D., & Nejati, H. (2021). Estimating groundwater inflow into Dorud-Khorramabad railway tunnel using analytical and numerical methods. International Journal of Mining and Geo-Engineering, 55(1), 31-49. https://doi.org/ 10.22059/ijmge.2020.306044.594856
Goel, S., & Kale, V. (2022). Case study on water ingress in Himalayan tunnel. International Journal of Engineering Research and Development, 18(5), 7-11. https://www.ijerd.com/paper/vol18-issue5/B18050711.pdf
Gong, C., Cheng, M., Ge, Y., Song, J., & Zhou, Z. (2023). Leakage mechanisms and countermeasures of an operated underwater shield tunnel based on detailed field inspections: A case study. Social Science Research Network (SSRN). https://doi.org/10.1016/j.tust.2024.105892
Gong, C., Wang, Y., Ding, W., Lei, M., & Shi, C. (2022). Waterproof performance of sealing gasket in shield tunnel: A review. Applied Sciences, 12(9), 4556. https://doi.org/10.3390/app12094556
Goodman, R.E. (1989). Introduction to Rock Mechanics (2nd Ed.). New York: John Wiley & Sons. https://www.wiley.com/en-us/Introduction+to+Rock+Mechanics%2C+2nd+Edition-p-9780471812005
Goodman, R.E., Moye, D.G., Van Schalkwyk, A., & Javandel, I. (1965). Ground water inflows during tunnel driving. Bulletin of the International Association of Engineering Geologists, 2(1), 39–56. https://search.worldcat.org/title/Ground-water-inflows-during-tunnel-driving/oclc/373897895
Guo, Y.F., Wang, H.N., & Jiang, M.J. (2023). An exact analytical approach for determining the seepage field around underwater twin tunnels with linings. Transportation Geotechnics, 42, 101050. https://doi.org/10.1016/j.trgeo.2023.101050
Heuer, R.E. (1995). Estimating rock tunnel water inflow. In Proceedings of the rapid excavation and tunneling conference (pp. 41-60). Society for Mining, Metallurgy and Exploration. https://www.onemine.org/documents/estimating-rock-tunnel-water-inflow
Heydari, M., & Sharafi, M. (2017). The role of tectonic structures and stratigraphy in predicting influx of water into the tunnel using remote sensing (Case Study: Nosoud water-transport tunnel, part 1-A). Scientific Quarterly Journal of Geosciences, 26(104), 69-80. (In Persian). https://doi.org/10.22071/gsj.2017.50172
Hoek, E., & Brown, E. T. (1980). Empirical strength criterion for rock masses. Journal of the Geotechnical Engineering Division, 106(9), 1013–1035. https://doi.org/10.1061/AJGEB6.0001029
Hoek, E., & Brown, E. T. (1997). Practical estimates of rock mass strength. International Journal of Rock Mechanics and Mining Sciences, 34(8), 1165–1186 . https://doi.org/10.1016/S1365-1609(97)80069-X
Hu, K., Yao, L., Liao, J., Wang, H., Luo, J., & Xu, X. (2024). Predicting water inflow in tunnel construction: A fracture network model with non-Darcy flow considerations. Water, 16(13), 1885. https://doi.org/10.3390/w16131885
Hwang, J.H., & Lu, C.C. (2007). A semi-analytical method for analyzing the tunnel water inflow. Tunnelling and Underground Space Technology, 22(1), 39-46. https://doi.org/10.1016/j.tust.2006.03.003
Inokuma, A., and Ishimura, T. ( 1995). Earth pressure acting on shield driven tunnels in soft ground. Proc., Underground Constr. in Soft Ground, Fujita and Kusakabe, eds., Balkema, Rotterdam, The Netherlands, 221–224. https://www.issmge.org/uploads/publications/6/7/1994_047.pdf
Jaeger, J.C., Cook, N.G.W., & Zimmerman, R.W. (2007). Fundamentals of Rock Mechanics (4th Ed.). Blackwell Publishing. ISBN: 978-0-632-05759-7
Jafarzadeh, A., Saberinasr, A., Hashemnejad, A & Morsali, M . (2023). Uncertainty analysis of numerical simulation of groundwater inflow into Safarood Kerman water transfer tunnel. Water and Irrigation Management, 12(4), 675-694. (In Persian). https://doi.org/10.22059/jwim.2022.339210.969
Jiajia, S., Hu, Z., Li, W., Changan, Z., Xing, S., Zanquan, L., & Jie, S. (2022). Causes of tunnel diseases in a karst stratum and remediation measures: a case study. Frontiers in Earth Science, 10, 882058. https://doi.org/10.3389/feart.2022.882058
Joudaki V, Ghazifard َ, Haghshenas E. Urban Geology effects of Sarpol-e-Zahab on the sensitivities of the implementation of two civil structures. Disaster Prev. Manag. Know. 2021; 11 (3) :238-254. (In Persian). http://dpmk.ir/article-1-413-en.html
Joudaki, V., Koohiyan-Afzal, F., Aalianvari, A., Ajalloeian, R., & Sohrabi-Bidar, A. (2017). Study of the surface dissolution forms and development of groundwater in the part 4 of Ghomroud tunnel site. Scientific Quarterly Journal of Geosciences, 26(103), 29-40. (In Persian). https://doi.org/10.22071/gsj.2017.46725
Karlsrud, K. (2001). Control of water seepage when tunneling under urban areas in the Oslo region. NFF Publication, 12(4), 27-33. https://nff.no/wp-content/uploads/sites/2/2020/04/Publication-12.pdf
Katibeh, H., & Aalianvari, A. (2009). Development of a new method for tunnel site rating. Journal of Applied Sciences, 9(8), 1496-1502. https://doi.org/10.3923/jas.2009.1496.1502
Kiraly, L. (2002). Karstification and groundwater flow. In F. Gabrovšek (Ed.), Evolution of Karst: From Prekarst to Cessation (pp. 155–190). Založba ZRC. https://doi.org/10.3986/9616358634
Krahn, J. (2015). Seepage modeling with SEEP/W: An engineering methodology (June 2015 Ed.). Calgary, Alberta, Canada: GEO-SLOPE International Ltd. https://ottegroup.com/wp-content/uploads/2021/02/seep-modeling-June2015.pdf
Langford, J., Holmøy, K.H., Hansen, T.F., Holter, K.G., & Stein, E. (2022). Analysis of water ingress, grouting effort, and pore pressure reduction caused by hard rock tunnels in the Oslo region. Tunnelling and Underground Space Technology, 130, 104762. https://doi.org/10/1016/j.tust.2022.104762
Lei, S. (1999). An analytical solution for steady flow into a tunnel. Groundwater, 37(1), 23-26. https://doi.org/10.1111/j.1745-6584.1999.tb00953.x
Li, P., Zhang, D., & Zhou, Y. (2010). Study on prediction methods and its influence factors of water inflow into tunnels. Journal of Beijing Jiaotong University, 34(4), 11-15. https://jdxb.bjtu.edu.cn/EN/Y2010/V34/I4/11
Li, X., & Gong, Z. (2024). Investigation of long-term waterproof performance and hardness change of EPDM rubber gasket used for shield tunnels. Journal of Materials in Civil Engineering, 36(2), 04023577. https://doi.org/10.1061/JMCEE7.MTENG-16744
Li, Z., Xiao, J., Wan, J., Cheng, J., Feng, H., Zhan, H., Yuan, H., & Huang, K. (2024). A dynamic modeling approach to predict water inflow during tunnel excavation in relatively uniform rock masses. Tunnelling and Underground Space Technology, 146, 105668. https://doi.org/10.1016/j.tust.2024.105668
Luciani, A., Todaro, C., Martinelli, D., & Peila, D. (2020). Long-term durability assessment of PVC-P waterproofing geomembranes through laboratory tests. Tunnelling and Underground Space Technology, 103, 103499. https://doi.org/10.1016/j.tust.2020.103499
Ma, C.J., Jiang, A.N., & Wang, Q. (2016). Tunnel engineering seepage parameters intelligent back analysis based on FEM and differential evolution algorithm. The Open Civil Engineering Journal, 10(1),641-652. https://doi.org/10.2174/1874149501610010641
Mahab Ghodsss Consulting Engineering Company. (2016). Final report of geological, soil and rock mechanics studies of T4 Sarpol-e Zahab tunnel. Tehran, Iran. (In Persian).
Mikaeil, R., & Doulati Ardejani, F. (2008). Prediction of groundwater inflow into tunnels using numerical models; a practical case study: Kuhin railway tunnel, Qazvin–Rasht, Iran. International Journal of Engineering Science, 19(9), 65–73. https://www.sid.ir/paper/65611/en
Moeini‑Rudbali, H., Katibeh, H., & Golabtonchi, A. (2011). Upper Reservoir Seepage Analysis of Azad Dam Pumped Storage Power Station and Selecting the Best Sealing Method. Amirkabir Journal of Civil Engineering, 43(2), 35-41. (In Persian). https://doi.org/10.22060/ceej.2012.138
Morsali, M., Nakhaie, M., Rezaie, M., Naseri, H.R., & Hassanpour, J. (2018). The comparison of effective variables and methods in water inflow into hard rock tunnels (case study: Karaj dam‑Tehran water conveyance tunnel). Scientific Quarterly Journal of Geosciences, 27(107), 113–122. (In Persian). https://doi.org/10.22071/gsj.2018.63799
Naseri, H., Bayat, N., Izadi Kian, L., & Alijani, F. (2018). The role of tectonic structures in conducting groundwater inflow to the second part of Zagros water tunnel – Kermanshah province. Iranian Journal of Geology, 12(45), 39–52. (In Persian). http://fsh.fatemiyehshiraz.ac.ir/en/Article/9570
Orth, W., & Müller, B. (2013). Temporary watertight connection of excavations to existing buildings and temporary waterproofing of structures by ground freezing. Geomechanics and Tunnelling, 6(3), 246-260. https://doi.org/10.1002/geot.201300015
Pan, Y.H., Qi, J.R., Zhang, J.F., Peng, Y.X., Chen, C., Ma, H.N., & Ye, C. (2022). A comparative study on steady-state water inflow into a circular underwater tunnel with an excavation damage zone. Water, 14(19), 3154. https://doi.org/10.3390/w14193154.
Panthi, K.K., & Nilsen, B. (2005). Significance of grouting for controlling leakage in water tunnels: A case from Nepal. In Proceedings of ITA-AITES 2005 World Tunnelling Congress, Istanbul, Turkey (pp. 931-937). https://bnilsen.folk.ntnu.no/ITA2005nepal.pdf
Peng, H., Frenelus, W., & Zhang, J. (2022). Key factors influencing analytical solutions for predicting groundwater inflows in rock tunnels. Water Supply, 22(11), 7982-8013. https://doi.org/10.2166/ws.2022.369
Perazzelli, P., Leone, T., & Anagnostou, G. (2014). Tunnel face stability under seepage flow conditions. Tunnelling and Underground Space Technology, 43, 459-469. https://doi.org/10.1016/j.tust.2014.03.001
Powers, J.P., Corwin, A.B., Schmall, P.C., & Kaeck, W.E. (2007). Construction Dewatering and Groundwater Control: New Methods and Applications (3rd ed.). Hoboken: John Wiley & Sons. https://doi.org/10.1002/9780470168103
Safan, M.A., Etman, Z.A., & Konswa, A. (2019). Evaluation of polyurethane resin injection for concrete leak repair. Case Studies in Construction Materials, 11, e00307. https://doi.org/10.1016/j.cscm.2019.e00307
Sedaghati, Z. , Mikaeil, R. , Bakhtavar, E. and Mohammadnejad, M. (2019). Fuzzy Analysis and Risk Management of Water Inrush by Numerical Simulation and FMEA under Uncertainty for Emamzade Hashem Tunnel. Journal of Analytical and Numerical Methods in Mining Engineering, 9(19), 1-16. (In Persian). https://doi.org/10.29252/anm.2019.4861.1127
Shahbazi, A., Saeidi, A., & Chesnaux, R. (2020). A review of existing methods used to evaluate the hydraulic conductivity of a fractured rock mass. Engineering Geology, 265, 105438. https://doi.org/10.1016/j.enggeo.2019.105438
Sheng, D., Tan, F., Zhang, Y., Zhu, H., Zuo, C., & Lv, J. (2025). Safety risk assessment of weak tunnel construction with rich groundwater using an improved weighting cloud model. Scientific Reports, 15(1), 16036. https://doi.org/10.1038/s41598-025-01103-1
Su, Y., Huang, Y., Shen, H., Jiang, Y., & Zhou, Z. (2022). An analytical method for predicting the groundwater inflow to tunnels in a fractured aquifer. Hydrogeology Journal, 30(4), 1279-1293. https://doi.org/ 10.1007/s10040-022-02485-6
Sun, X., Shi, C., Xiao, G., Ge, Y., & Cao, C. (2024). A new tunnel drainage system using double-adhesive spray-applied membrane: key parameters and applicable scope. Discover Civil Engineering, 1(1), 100. https://doi.org/10.1007/s44290-024-00105-8
Tavasoli O, Mokhtarpour A, Asakereh A, Pishkari A. Numerical Investigation on the effect of the internal water pressure and leakage force on the behavior of tunnel lining. Iranian Dam and Hydroelectric Powerplant 2020; 6 (23), 1-12. (In Persian). http://journal.hydropower.org.ir/article-1-323-en.html
Tzamtzis, A.D., & Asteris, P.G. (2004). FE analysis of complex discontinuous and jointed structural systems: Part 1: Presentation of the method-A state-of-the-art review. Electronic Journal of Structural Engineering, 4, 75-92. https://doi.org/10.56748/ejse.443
U.S. Army Corps of Engineers. (1997). Engineering and Design: Tunnels and Shafts in Rock (Engineer Manual No. 1110-2-2901). Washington, DC: U.S. Army Corps of Engineers. https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_1110-2-2901.pdf
Ulusay, R., and Hudson, J.A. (2007). The complete ISRM suggested methods for rock characterization, testing and monitoring: 1974–2006. Ankara, Turkey: International Society for Rock Mechanics (ISRM). https://isrm.net/isrm/page/show/935
Wang, R. (2025). Research progress and performance comparison of tunnel waterproofing materials. Applied and Computational Engineering, 182, 93-101. https://doi.org/10.54254/2755-2721/2025.MH26490
Wu, J., Wu, L., Han, Y.H., Sun, M., & Lu, Y.N. (2023). Numerical investigation of water inflow and seepage characteristics in a tunnel crossing two overlapped parallel faults. Scientific Reports, 13(1), 11806. https://doi.org/10.1038/s41598-023-38986-x
Yagiz, S. (2009). Assessment of brittleness using rock strength and density with punch penetration test. Tunnelling and Underground Space Technology, 24(1), 66-74. https://doi.org/10.1016/j.tust.2008.04.002
Yu, J., Li, D., Zheng, J., Zhang, Z., He, Z., & Fan, Y. (2023). Analytical study on the seepage field of different drainage and pressure relief options for tunnels in high water-rich areas. Tunnelling and Underground Space Technology, 134, 105018. https://doi.org/10.1016/j.tust.2023.105018
Yu, J., Zhang, C., & Li, D. (2025). An analytical solution for the steady seepage of localized line leakage in tunnels. Mathematics, 13(1), 82. https://doi.org/10.3390/math13010082
Yuzbashi, H., Ahmadi, H., & Behbahani Nia, A. (2024). Evaluation of nutrition and environmental risks of water transfer in Zagros tunnel considering hydrogen sulfide gas leakage. Journal of Environmental Science and Technology, 26(9), 119–135. (In Persian). https://sanad.iau.ir/Journal/jest/Article/835848
Zarei, H.R., Uromeihy, A., & Sharifzadeh, M. (2011). Evaluation of high local groundwater inflow to a rock tunnel by characterization of geological features. Tunnelling and Underground Space Technology, 26(2), 364-373. https://doi.org/10.1016/j.tust.2010.11.007
Zarei, H.R., Uromeihy, A., & Sharifzadeh, M. (2013). A new tunnel inflow classification (TIC) system through sedimentary rock masses. Tunnelling and Underground Space Technology, 34, 1-12. https://doi.org/10.1016/j.tust.2012.09.005
Zheng, K., Yang, X., Chen, R., & Xu, L. (2019). Application of a capillary crystalline material to enhance cement grout for sealing tunnel leakage. Construction and Building Materials, 214, 497-505. https://doi.org/10.1016/j.conbuildmat.2019.04.095
Zhou, H., Zhao, Y., Shen, Q., Yang, L., & Cai, H. (2020). Risk assessment and management via multi-source information fusion for undersea tunnel construction. Automation in Construction, 111, 103050. https://doi.org/10.1016/j.autcon.2019.103050
