[Zhou Yihong, Zhao Chunju. 2005. Intelligent model of union-grid in construction simulation of RCC dam. Hydroelectric Energy, (5): 47−50 (in Chinese)]Search in Google Scholar
[WU Zhong-ru, GU Chong-shi, WU Xiang-hao. 2001. RCCD safety monitoring theory and its application [M]. Beijing: Science Press,: 96−111. (in Chinese)]Search in Google Scholar
[A.B.C. Larson Douglas, 2009. Reliably Safe American Scientist 96 (1) 6, http://dx.doi.org/10.1511/2008.69.6.10.1511/2008.69.6]Open DOISearch in Google Scholar
[US Army Corps of Engineers, 1997. Willow Creek Lake, June 18, Retrieved 2009.]Search in Google Scholar
[Chuhan, Z. Guanglun, W. Shaomin, W. Yuexing, D. 2002. Experimental tests of rolled compacted concrete and nonlinear fracture analysis of rolled compacted concrete dams. Journal of Materials in Civil Engineering, vol. 14 (2), pp.108-115.]Search in Google Scholar
[Zuohui, P., 2004. Material model of high roller compacted concrete dam. Journal of Dam Engineering, vol. 12, pp. 143-166.]Search in Google Scholar
[Esmaeilnia Omran, M and Mehdilu Torkamani, H., 2012. The safety and stability control of Jegin RCC dam using dynamic time history analysis. Ninth International Congress of Civil Engineering, Isfahan University of Technology 19-21.]Search in Google Scholar
[GU Chong, s. and WEI Bo, w. and XU Zhen, K. and LIU Da, w., 2013. Fluid−solid coupling model based on end chronic damage for roller compacted concrete dam. J. Cent. South Univ. 20: 3247−3255.10.1007/s11771-013-1848-5]Search in Google Scholar
[Wolf, J.P., 1985. Dynamic soil-structure-interaction analysis. Prentice-Hall, Englewood Cliffs, NJ.]Search in Google Scholar
[Ghaemian, M., 2000. Concrete dams: Seismic analysis, Design and Retrifitting.]Search in Google Scholar
[Zhang, S., Wang, G., and Yu, X., 2013. Seismic cracking analysis of concrete gravity dams with initial cracks using the extended finite element method. Engineering Structures, Vol. 56, pp. 528-543.10.1016/j.engstruct.2013.05.037]Search in Google Scholar
[Abaqus Inc., 2010. Abaqus theory manual, Version 6.1. Abaqus Inc.(n.d.).]Search in Google Scholar
[Khaled Ghaedi, Mohammed Jameel, Zainah Ibrahim, and Khanzaei, P., 2015. Seismic analysis of roller compacted concrete (RCC) dams considering effect of sizes and shapes of galleries. KSCE Journal of Civil Engineering, pp. 1-12.10.1007/s12205-015-0538-2]Search in Google Scholar
[Noorzaeia J., Bayagooba K.H., Thanoonb W.A., Jaafara M.S., 2006. Thermal and stress analysis of Kinta RCC dam, Engineering Structures Vol. 28, pp. 1795–1802.10.1016/j.engstruct.2006.03.027]Search in Google Scholar
[Board of Engineers Malaysia (BEM), 2006. Engineering Practice]Search in Google Scholar
[Burman A., Maity D., Sreedeep, S., 2010. Iterative analysis of concrete gravity dam-nonlinear foundation interaction, International Journal of Engineering, Science and Technology Vol. 2, No. 4, pp. 85-99.10.4314/ijest.v2i4.59205]Search in Google Scholar
[Heirany Z., Ghaemian M, 2012. Effect of Foundation in Dynamic Analysis of Concrete Gravity Dams”, GRAĐEVINAR, 64 (8, 641-646.10.14256/JCE.713.2011]Search in Google Scholar
[Heirany Z., Ghaemian M., 2012. The Effect of Foundation’s Modulus of Elasticity on Concrete Gravity Dam’s Behavior, Indian Journal of Science and Technology, Vol. 5 No. 5.10.17485/ijst/2012/v5i5.14]Search in Google Scholar
[Lysmer, J., Kuhlemeyer, R.L., 1969. Finite Dynamic Model for InfiniteMedia, Journal of Engineering Mechanics Division, ASCE, 95, pp. 859-877.10.1061/JMCEA3.0001144]Search in Google Scholar
[Miura, F., Okinaka, H., 1989, Dynamic Analysis Method for 3D Soil-Structure Interaction Systems with the Viscous Boundary Based on the Principle of Virtual Work, Japanese Journal of Civil Engineering, pp. 395-404.10.2208/jscej.1989.404_395]Search in Google Scholar