-Ajalloian, R. and Zamani, S.,) 2014), “Applied Streonet”, Isfahan University, Isfahan, Iran, (In Persian).
-Cundall, P. A., (1971), "A computer model for simulating progressive large scale movements in blocky rock systems." Proc. Symp. Rock Fracture (ISRM), Nancy,
pp.2-8.
-Cundall, P. A., (1980), "A Generalized Distinct Element Programing for Modelling Jointed Rock". Peter Cundall Associates, Report PCAR-1-80, Europen Research Office, U.S. Army, Contract DAJA. (0548), pp.37-79.
-Cundall, P. A., (1982), "Adaptive density-scaling for time-explicit calculations." Procs. 4th. International Conference on Numerical Methods in Geomechanics. Edmonton, Canada. (1), pp.23-26.
-Cundall, P. A., (1988), "Formulation of a three-dimensional distinct element model—Part I. A scheme to detect and represent contacts in a system composed of many polyhedral blocks." International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 25(3), pp.107-116.
-Dong, J. J., Tzeng, J. H., Wu, P. K., and Lin M. L., (2006), “Effects of anisotropic permeability on stabilization and pore water pressure distribution of poorly cemented stratified rock slopes”. International journal for numerical and analytical methods in geomechanics, 30(15) pp.1579-1600.
-Doug, S., Eberhardt, E., Coggan, J. and Benko, B., (2001), “Advanced numerical techniques in rock slope stability analysis—applications and limitations”. International Conference on Landslides-Causes, Impacts and Countermeasures, pp.615-624.
-Hart, R. D., (1993), ''An introduction to distinct element modeling for rock engineering''. In: Hudson (Ed.), Comprehensive Rock Engineering: Principles, Practice and Projects, (2),
pp. 245-261.
-Hosseinitoudeshki, V. and Kayalha, A., (2014), “The effect of pore pressure on the rock slope stability”. Journal of Novel Applied Sciences, 3(5), pp.547-550.
-Hudson, J. A., and Harrison, J. P., (2000), "Engineering rock mechanics", part2: illustrative workable examples, in: Sarkka P, Elornata P, editors. Oxford: Pergamon.
-Iran Khak Consulting Co., (2010), “Geotechnical Investigation of Isfahan International Conferences Center”.
-Itasca Consulting Group Inc, (2004), “Manual of Universal Disrinct Element Code (UDEC), Minneapolis”, Minnesota, USA.
-JeenâShang, L., and Whitman, R. V. (1983), “Decoupling approximation to the evaluation of earthquake induced plastic slip in earth dams”. Earthquake engineering and structural dynamics, 11(5), pp.667-678.
-Lemos, J. V., Hart, R. D. and Cundall, P. A., (1985), "A generalized distinct element program for modelling jointed rock mass". In International Symposium on Fundamentals of Rock Joints. Bjokliden: [Sn]. pp.335-343.
-Maleki Javan, M. R., Kilanehei, F., and Mahjoob, A., (2015), “Rock slope stability analysis using discrete element method”. International Journal of Transportation Engineereing, 2(3), pp.199-212.
-Morris, J., Glenn, L. and Blair, S., (2003), "The distinct element method—application to structures in jointed rock". In Meshfree Methods for Partial Differential Equations, (22), pp.291-306.
-Newmark, N. M., (1965), “Effects of Earthquakes on Dams and Embankments”. Geotecnique, 15, pp.139-160.
-Pal, S., Kaynia, A. M., Bhasin, R. K. and Paul, D. K. (2012), “Earthquake stability analysis of rock slopes: a case study”. Rock Mechanics and Rock Engineering, 45(2), pp.205-215.
-Shen, H. and Abbas, S. M. (2013), “Rock slope reliability analysis based on distinct element method and random set theory”. International Journal of Rock Mechanics and Mining Sciences, 61, pp.5-22.
-Stille, H., and Palmström, A., (2008), "Ground behaviour and rock mass composition in underground excavations", Tunnelling and Underground Space Technology, Vol, 23.1, pp. 46-64.