-Duncan C. Wyllie & Christopher W Mah (2004) "rock slope engineering", Spon Press, London and New York, 4th edition.
-Newmark N. M.(1965) Effect s of Earthquakeson Damsand Embankment s .Geotechnique ,V15, 2, pp.139-160.
-Das, Braja M. 1993, “Principle of Soil Dynamics”, Southern Illienois University at CAR Bondale.
-Bowles, J.E. (1997). ‘Foundation analysis and design’, 5th edition McGraw-Hill.
-Bishop, A W. (1955). “The use of the slip circle in the stability analysis of slopes”, Geotechnique, Vol.5, No.l, pp.7-17.
-Kramer S.L. 1996, “Geotechnical Earthquake Engineering”. Prentice Hall, UpperSaddleRiver.
- Spencer, E. (1970), "The Analysis of the Stability of Embankments by the Method of Slices", Ph.D. Thesis, University of Manchester, 1970.
- Kaustav Chatterjee, (2012) and Choudhury
“Seismic Stability Analysis of Soil Slopes Usinganalytical and Numerical Approaches” Indian Society of Earthquake Technology Department of Earthquake Engineering BuildingI IT Roorkee, Roorkee.
- Lysmer, J., and R. L. Kuhlemeyer. “Finite Dynamic Model for Infinite Media”. J. Eng. Mech, 1969, 95 (EM4) , pp.859-877.
- K. V. Priyanka, (2011), "A Numerical Study on the Stability of Slopes under Seismic Conditions” International Journal of Earth Sciences and Engineering ISSN 0974-5904, Volume 04, No 06 SPL, October 2011, pp. 75-78.7
-Debarghya Chakraborty and Deepankar Choudhury (2009), "Investigation of the Behavior of Tailings Earthen Dam under Seismic Conditions” American J. of Engineering and Applied Sciences 2 (3): 559-564, 2009 ISSN 1941-7020.
-Makdisi, Seed, (1978), “Simplified procedure for estimation dan and embankment earthquake-induced deformations”, Journal of the Geotechnical Engineering Division, ASCE, Vol. 104, No, GT7.
- Morgenstern, N. R. and Price, V. E. (1965) The analysis of the stability of general slidesurfaces. Geotechnique. 15, 79–93. 46. Nichol, S.L., Hungr, O., Evans, S.G.
-ITASCA, FLAC2D Version 5. 2005, “Fast Lagrangian Analysis of Continua in 2 Dimensions”. ITASCA Consulting Group Inc.
-GEOSTUDIO. 2004. Modeling with SLOPE/W. Geostudio Manuals, Version, 6.02.
-SeismoSignal version 5.1.0 www.seismosoft.com.