1- داودی، م.، هنردوست، ح. و ک. جعفری. (1392). بررسی رفتار دینامیکی سد های خاکی کوتاه و بلندتحت اثر زلزله های حوزه دور و حوزه نزدیک. هفتمین کنگره ملی مهندسی عمران زاهدان.
2- Ambraseys, N. N. and S.K. Sarma, 1967. The response of earth dams to strong earthquakes. Geo-Technique, 7: 18l-213.
3- Bandini, V., Biondi, G, Cascone, E. and S. Rampello, 2015. A GLE-based model for seismic displacement analysis of slopes including strength degradation and geometry rearrangement. Soil Dynamics and Earthquake Engineering, 71:128–142.
4- Daghigh, Y.1993. Numerical simulation of dynamics behavior of and earth dam during seismic loading. Thesis Presented to Delf University of Technology Netherland In Partial Fulfillment of The Requirement for the Degree of Doctor in Technical sciences.
5- Day, R.W. 2002. Geotechnical earthquake engineering handbook. McGraw-Hill.
6- Dong, W.X., Xu, W.J., Yu, Y.Z. and H. Lv, 2013. Numerical analysis of earthquake response of an ultra-high earth-rockfill dam. Natural Hazards and Earth System Sciences, 1(12): 2319–2351.
7- Finn, W.D.L., Yogendrakumar, M., Yosida, N., and H. Yoshida. 1986. Tara-3: A program for nonlinear static and dynamic effective stress analysis. Soil Dynamics Group, University of British Columbia, Vancouver, B.C., Canada.
8- Goodman, R.E. and H.B, Seed, 1966. Earthquake-induced displacements in sand embankments. Journal of the Soil Mechanics and Foundations Division, 90(SM2): 125-146.
9- Han, Y. Hart. and R. 2006. Application of a simple hysteretic damping formulation in dynamic continuum simulations. Proceedings of the Fourth International FLAC Symposium on Numerical Modeling in Geomechanics, Madrid, Spain. Paper No. 04-02. R. Hart and P. Varona, Eds.
10- Hsieh, S.U. and C.T. Lee, 2011. Empirical estimation of the Newmark displacement from the Aria intensity and critical acceleration. Engineering Geology, 122 (1-2): 34–42.
11- Hynes-Griffin, M.E. and A.G. Franklin 1984. Rationalizing the seismic coefficient method. Miscelaneous Paper. GL-84-13, Vicksburg, Miss, USA: US Army Corps of Engineers Waterways Experiment Station.
12- Jibson, R.W. 2011. Methods for assessing the stability of slopes during earthquakes: A retrospective, Engineering Geology. 122(1-2):43-50.
13- Jinto, H. and R. Davidson. 2010. Earthquake –induced displacements of Earth dams and Embankments. Australian Geomechanics Journal, 45(3): 65-84.
14- Makdisi, F. I. and H. B. Seed, 1978. Simplified procedure for estimating dam and embankment earthquake-induced deformations. Journal of Geotechnical Engineering, ASCE, 104, (GT7), 849- 867.
15- Matsumoto, N. 2002. Evaluation of permanent displacement in seismic analysis of fill dams. In Proc third US-Japan Workshop on Advanced Research on Earthquake Engineering for Dams, San Diego, 22-23 June.
16- Mononobe, N., Takata, A., and M. Matsumura, 1936.Seismic stability of the earth dam. Proceedings of 2nd Congress on Large Dams, Washington DC, (4), pp. 1435-1442.
17- Newmark, N.M. 1965. Effects of earthquakes on dams and embankments.Geotechnique,15(2):139-160
18- Rampello, S., Cascone, E., and N. Grosso, 2009. Evaluation of the seismic response of a homogeneous earth dam. Soil Dynamics and Earthquake Engineering, 29(5):782–798.
19- Sarma, S. K. 1973. Stability analysis of embankments and slopes. Géotechnique, 23(3):423-433.
20- Sarma, S. K. 1975. Seismic stability of earth dams and embankments. Géotechnique, 25 (4): 743.761.
21- Sarma, S. K. 1979. Response and stability of earth dams during strong earthquakes. Misc. paper GL-79-13. Geotechnical Laboratory, U.S. Army Engineer Waterways Experiment Station, P.O. Box, 631, Vicksburg, Mississippi, 39180.
22- Sarma, S. K. and M. V. Bhave,1974. Critical acceleration versus static factor of safety in stability analysis of earth dams and embankments. Geotechnique, 24(4): 661-665.
23- Seed, H.B. 1966. A method for earthquake resistant design of earth dams. Journal of the Soil Mechanics and Foundations Division, ASCE, 92(1):13–41.
24- Seed, H. B. 1980. Lessons from the performance of earth dams during earthquakes. Design of Dams to Resist Earthquake, Institution of Civil Engineers, London, pp. 251-258.n
25- Skermer, N.A.1973. Finite element analysis of El infiernilo dam. Canadian Geotechnical Journal, 10(2):129-144.
26- Swaisgood, J. R. 2003. Embankment dam deformations caused by earthquakes. 7th Pacific Conference on Earthquake Engineering, 13-15 February, University of Canterbury Christchurch, New Zealand, paper 014.
27- Terzaghi, K. 1950. Mechanisms of landslides. Engineering Geology, (Berkley) Volume, Geological Society of America, New York, NY, USA.
28- Wang, Z.L., Makdisi, F.I. and J. Egan, 2006. Practical applications of a nonlinear approach to analysis of earthquake-induced liquefaction and deformation of earth structures. Soil Dynamics and Earthquake Engineering, 26(4):231–252.
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