Abedi Koupaei, J. (1991). Investigation of effective factors on uplift pressure upon sustainability of diversion dams by using finite difference. Msc. Dissertation, University of Tarbiat Modarres, Iran. (in Farsi)
Abolpour, B. (1994). Estimation methods of seepage, splift and piping in hydraulic structures with computer modeling. Msc. dissertation, University of Shiraz, Iran. (in Farsi)
Alnealy, H. K. T. and Alghazali, N. O. S. (2015). Analysis of seepage under hydraulic structures using slide program. American Journal of Civil Engineering, 3(4), 116-124.
Arun, K. Jain, A. M. Lakshmi, N. and Reddi, M. (2012). Closed-Form theoretical solution for finite-depth seepage below flat apron with equal end cutoffs and a downstream step. Journal of Hydraulic Engineering, 17(12), 1358-1367.
Ashraf, A. A. (2013). Stochastic analysis of seepage under hydraulic structures resting on anisotropic heterogeneous soils. Journal of Geotechnical and Geoenvironmental Engineering, 139(6), 101-104.
Fredlund, D. G. and Rehardjo, H. (1993). Soil mechanics for unsaturated soils. New York: Wiley & Sons.
Ghobadian, R. Khodaei, K. (2009). Effects of cutoff wall and drain on uplift pressure and exit gradient under hydraulic structure by numerical solution of general equation of fluid flow in soil using finite volume method. Journal of water and soil, 23(1), 148-160. (in Farsi)
Goel, A. and Pillai, N. N. (2010). Variation of exit gradient downstream of weirs on permeable foundations. Pacific Journal of Science and Technology, 11(1), 28–36.
Hedayati, T. H. Lashkaripour, Gh. R. Ghafoori, M. and Abbas Ali, S. (2015). Assessment and presentation of a treatment method to seepage problems of the alluvial foundation of Ghordanloo Dam, NE Iran. Journal of Geological Society of India, 85, 377-384.
Hongqi, M. and Fudong, C. (2016). Major Technologies for safe construction of high earth-rockfill dams. Engineering,2, 498-509.
Khalili Shayan, H. Amiri Tokaldany, H. (2014). Effects of blanket, drains, and cutoff wall on reducing uplift pressure, seepage, and exit gradient under hydraulic structures. International Journal of Civil Engineering, 13(4), 486-500.
Liu, R. Li, B. and Jiang, Y. (2016). Critical hydraulic gradient for nonlinear flow through rock fracture networks: The roles of aperture, surface roughness, and number of intersections. Advance Water Resources, 88, 53–65.
Luo, Y. L. Wu, Q. Zhan, M. L. and Sheng, J. C. (2012). Study of critical piping hydraulic gradient of suspended cut-off wall and sand gravel foundation under different stress states. Rock Soil Mechanics, 36, 73–78.
Mansuri, B. Salmasi, F. Oghati, B. (2014). Effect of location and angle of cutoff wall on uplift pressure in diversion dams. Geotechnical and Geological Engineering, 32,1165-1173.
Moharrami, A. Moradi, Gh. Hajialilue Bonab, M. Katebi, J. and Moharrami, Gh. (2014). Performance of cut-off walls under hydraulic structures against uplift pressure and piping phenomenon. Geotechnical and Geological Engineering, 33, 95–103.
Obead, I. H. Al-Baghdadi, H. M. and Hamad, R.( 2014). Reducing the impact of uplift pressures on the base of a concrete dam by configuration of drainage holes (hypothetical case study). Civil and Environmental Research, 6, 120–131.
Pedro, J. A. John, T. M. N. and Timothy, D. S. (2009). Evaluation of seepage from an embankment dam retaining Fly Ash.Journal of Performance of Constructed Facilities, 23(6), 406-414.
Pour Eskandar, S. Farsadizadeh, D. and Husseinzadeh Dalir, D. (2012). Experimental and numerical study of the effects of epithelium basement membrane seal the leak in the dam. In: Proceedings of 11th Iranian Hydraulic Conference, 7-9 Nov., University of Orumia, Iran, pp.714 -719. (In Farsi)
Quanyi, X. Jian, L. Han, B. Hongtao, L. Yuying, L. and Xuanzheng, L. (2018). Critical Hydraulic Gradient of Internal Erosion at the Soil–Structure Interface. Processes, 92(6), 1-15.
Ren, J. Shen, Z. Yang, J. and Li, B. (2015). Characteristic study on seepage field of dam under cutoff wall construction defects and freeze in winter. Journal of Chemical and Pharmaceutical Research, 6(6), 1094-1098.
Rostami, G. R. Esmaili, K. Ziaei, A. N. Ansari, H. Khodashenas, S. R. (2012). Study of the effect of porous media on water diversion of a river subsurface intake with cut-off wall. Journal of water and Soil, 26(4), 1032-1041. (in Farsi)
Schnellmann, R.M. Busslinger, H. Schneider, R. and Rahardjo, H. (2010). Effect of rising water table in an unsaturated slope. Engineering Geology, 114, 71-83.
Sedghi Asl, M. Rahimi, H. Khaleghi, H. (2012). Laboratory Investigation of the seepage Control Measures under Coastal Dikes. Experimental Techniques, 36(1), 61-71.
Sedghi Asl, M. Rahimi, H. Khaleghi,H. (2010). Experimental Analysis of Seepage Flow under Coastal Dikes. Experimental techniques, 34(4), 49-54.
Shaikh Rezazadeh Nikoo, N. Khalaili Shayan, H. Amiri, E. (2012). Experimental and numerical study of the optimal size and location of the shield wall, drainage blanket and drifted to reduce the rate of seepage and exit gradient followed by diversion dams. In: Proceedings of 11th Iranian Hydraulic Conference, 7-9 Nov., University of Orumia, Iran, pp.887-893. (in Farsi)
Uday, A. M. and Hasan, H. M. (2016). Optimal location of drainage gallery under gravity dam by using finite element method. International Journal Multidisciplinary Research Mod Educational, 2, 611–622.
Vicent, S.Van An, T. andSung-Ryul, K. (2018). Numerical Investigation on Seepage Discharge Inside a Cylindrical Cut-off Wall. Journal of the Korean Geotechnical Society, 34(10), 51-60
Xiong, H. Wang, Q. Gao, X. Zhou, W. and Gao, M. (2010). Stress deformation analysis of plastic concrete cutoff wall for the first stage cofferdam of Shawan hydropower station. Journal of Hydroelectric Engineering, 2,197-203
Yifeng, C. Ran, H. Chuangbing, Z. Dianqing, L. Guan, R. and Qinghui J. (2010) A new classification of seepage control mechanisms in geotechnical engineering. Journal of Rock Mechanics and Geotechnical Engineering, 2(3), 209-222.
Yifeng, C. Jiamin, H. Shaolong, T. and Chuangbing, Z. (2016). Characterization of transient groundwater flow through a high arch dam foundation during reservoir impounding. Journal of Rock Mechanics and Geotechnical Engineering, 8, 462-471.
Yousefi, F. Sedghi Asl, M. Parvizi, M. (2015). Experimental study of effect of vertical and inclined cut offs in control of seepage and piping in water structures foundations. Iranian Journal of Water and soil Research, 46(1), 59-70.(In Farsi)
Zinal, E. (2011). The effects of cutoff wall angle on seepage under dams. Journal of Engineering, 17(5), 1109-1131.
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