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[1] Pal, W. (1976). Seismic cracking of concrete gravity dam.Journal of structural division, 102 (ST 9), 1827-1844.
[2] Pekau, O.A. Chuhan, Z. and Lingmin, F. (1991). Seismic fracture of concrete gravity dams.Earthquake engineering and structural dynamics, Vol. 20, 335-354.
[3] Mirzabozorg, G. (2005). Non-Linear Behavior of Mass Concrete in Three-Dimensional Problems using a Smeared Crack Approach. Earthquake Engineering and structural Dynamics, 34: 247-269.
[4] Mirzabozorg, G. (2004). Damage Mechanics Approach in Seismic Analysis of Concrete Gravity Dams Including Dam-Reservoir Interaction. European Earthquake engineering.
[5] Pekau, O.A. Lingmin, F.and Chuhan, Z. (1995). Seismic fracture of koyna dam: case study. Earthquake Engineering, Structural Dynamics, 24, 15-33.
[6] Bhattacharjee, S.S, Leger, P. (1993).Seismic cracking and energy dissipation in concrete gravity dams.Earthquake Engineering & Structural Dynamics, 22, 991-1007.
[7] Heidstra, NN. Read, PH. Moorhouse, P. Young, LA. and Laffan, BA. (1996). The upgrading of the Matabitchuan GS main dam and intake. In: Canadian Dam Safety Conference, Niagara Falls, Ontario, p. 275–289.
[8] Kerr, JW. (1995). Upper Glendevon-increasing dam stability.International Water Power and Dam Construction, 47(3):36–40.
[9] Bremen, R. Amberg, F. and Lehmann, G. (2004). Strengthening of the Spullersee dams.The International Journal on Hydropower and Dams, 11(3):87–90.
[10] Newmark, NM. (1965). Effect of earthquake on dams and embankments.Fifth Rankine lecture. Geotechnique, 15(2):139–60.
[11] Arya, AS. and Thakker SK. (1973). Feasibility study of strengthening a masonry dam by earth backing against earthquake forces. In: Symposium Earth & Earth Structures under Earthquakes & Dynamic Loads, Roorkee, India. pp. 24–32.
[12] Arya, AS. and Thakkar, SK. (1977). Interaction effect in gravity dam with earth backing. In: Sixth World conference on earthquake engineering, vol. 7(17), New Delhi, p. 2519–25.
[13] Scott, RF. (1973). Earthquake induced pressure on retaining walls, In: Proceedings of the fifth World conference on earthquake engineering, vol. II, Rome, Italy, p. 1611–20.
[14] Veletsos, A.and Younan, AH. (1994). Dynamic soil pressure on rigid vertical walls. Earthquake Eng Struct Dyn, 23:275–301.
[15] Uddin, N. and Gazetas, G. (1995). Dynamic response of concrete-faced rockfill dams to strong seismic excitation. Journal of Geotechnical Engineering, 121(2), 185–197.
[16] Mejia, LH. and Seed, HB. (1983). Comparison of 2D and 3D analyses of earth dams.Journal of Geotechnical Engineering, ASCE, 109(11), 1383–1398.
[17] Gazetas, G. and Dakoulas, P. (1992). Seismic analysis and design of rockfill dams: state of the art. Journal of Soil Dynamics and Earthquake Engineering, 11(1), 27–61.
[18] Elgamal, A-WM. and Gunturi, R. (1993). Dynamic behavior and seismic response of El Infernillo dam. Journal of Earthquake Engineering and Structural Dynamics, 22(8), 665–684.
[19] Guan, Z. (2009). Investigation of the 5.12 Wenchuan Earthquake damages to Zipingpu Water Control Project and an assessment of its safety state, Science in China. Series E, Technological Sciences, 52(4), 820–834.
[20] Ghannad, Z. andMalla, S. (2006). Dynamic analysis of concrete face rockfill dams using numerical and analytical methods.in: First European Conference on Earthquake Engineering and Seismology (a Joint Event of the 13th ECEE & 30th General Assembly of the ESC), Geneva, Switzerland, 3–8 September, p. 649.
[21] Zhang, B.Wang, JG. and Shi, R. (2004). Time-dependent deformation in high concrete- faced rockfill dam and separation between concrete face slab and cushion layer.Comput. Geotech, 31 (7), 559–573.
[22] Bayraktar, A. and Kartal, ME. (2010). Linear and nonlinear response of concrete slab on CFR dam during earthquake.Soil Dynamics and Earthquake Engineering, 30(10), 990–1003.
[23] Bayraktar, A. Kartal, ME.andAdanur, S. (2010). The effect of concrete slab-rockfill interface behavior on the earthquake performance of a CFR dam. International Journal of Non-Linear Mechanics, 46, 35–46.
[24] Kartal, ME. Bayraktar, A.and Basaga, HB. (2011). Seismic failure probability of concrete slab on CFR dams with welded and friction contacts by response surface method. Soil Dynamics and Earthquake Engineering, 30(11), 1383–1399.
[25] Seiphoori, A. Haeri, M.and Karimi, M. (2011). Three-dimensional nonlinear seismic analysis of concrete faced rockfill dams subjected to scattered P, SV, and SH waves considering the dam–foundation interaction effects. Soil Dynamics and Earthquake Engineering, 31, 792–804.
[26] Wang, NL.Zhong, H. and Lin, G. (2011). Study on application of FRP to anti-seismic reinforcement of concrete gravity dams. Journal of Hydroelectric Engineering, 31(6), 186-191, (in Chinese).

[27] Zhong, H.Wang, NL.and Lin, G. (2013). Seismic response of concrete gravity dam reinforced with FRP sheets on dam surface. Water Science and Engineering, 6(4), 409-422.
[28] Liu, J. Liu, F. Kong, X.and Yu, L. (2016). Large-scale shaking table model tests on seismically induced failure of Concrete-Faced Rockfill Dams. Soil Dyn Earthq Eng, 82, 11–23.
[29] Bazant, ZP. (1994). Recent advances in fracture mechanics, size effects and rate dependence of concrete: implications for dams, in Dam Fracture & Damage, Balkema, Rotterdam, 41-54.
[30] Li, Y-J.andZimmermann, Th. (1998). Numerical evaluation of the rotating crack model.Computers & Structures, 69, 487-497.
[31] Zhang, Sh. Wang, G. and Yu, X. (2013). Seismic cracking analysis of concrete gravity dams with initial cracks using the extended finite element method.Engineering Structural, Vol. 56, pp. 528-543.
[32] ANSYS Software Help, “Ver. 14”.
[33] Muhammad, NS. Hadi.and Bodhinayake, BC. (2003). Non-linear finite element analysis offlexible pavement, Advances in Engineering Software, 34, p. 657-662.
[34] Junjie, Huang. (2011).Seismic Response Evaluation of Concrete Gravity Dams Subjected to Spatially Varying Earthquake Ground Motions, PhD Thesis, Drexel University.
[35] Wilcoski, J. Robert, R. Matheu, E. Gambill, J.and Chowdhury, M. (2001). Seismic testing of a 1/20 scale model of Koyna dam, U.S. Army Corps of Engineers, Engineering Research and Development Center, Washington, Report No. erdc tr-01-17.