[1]خندان بکاولی، محمد، اثر تراوش بر پایداری توده سنگ درزه دار در پی سدهای قوسی، دانشگاه تربیت مدرس،.۱۳۸۳
[2]Cheng, H.L.; Fluid Flow in Discontinuous Rocks, Chapman & Hall, 1993.
[3]Desai, C.S., Christian, J.T.; Numerical Methods in Geotechnical Engineering, McGraw-Hill, 1977.
[4]Pande. G.N., Beer, G., Williams, J.R.; Numerical Methods in Rock Mechanics, John Wiley & Sons,1990.
[5]Priest, S.D.; Discontinuity Analysis For Rock Engineering, 1st Edition, Chapman & Hall, 1993.
[6]Serafim, J.L.; Safety of Dams, Balkema, 1984.
[7]Wittke, W.; Rock Mechanics: Theory and Application with Case Histories, Springer, 1990.
[8]Zienkiewicz, O.C.; The Finite Element Method, 5 th Edition, Butterworth-Heinemann, 2000.
[9]Barton, N., Bandis, B., Bakhtar, K., "Strength Deformation and Conductivity of Rock Joints",International Journal of Rock Mechanics and Mining Sciences, Vol. 22(3), p.p. 121-140, 1985.
[10]Duarte Azevedo, I.C., Vaz, L.E., Vargas, E.A., "A numerical procedure for the analysis of the hydromechanical coupling in fractured rock masses",International Journal for Numerical and Analytical Methods in Geomechanics,Vol.22, No.3, pp.867-901,1998.
[11]Erban, P.J., Gell, K., "Consideration of the Interaction Between Dam and Bedrocks in a Coupled Mechanic-Hydraulic FE-program", Rock Mechanics & Rock Engineering, Vol. 21, p.p.99-117, 1988.
[12]Londe, P., "The Malpasset Dam Failure", Engineering Geology, Vol. 24, p.p. 295-329, 1987.
[13]Zienkiewicz, O.C., Pande. G.N., "Time Dependant Multilaminate model of Rocks-A Numerical Study of Deformation and Failure of Rock Masses",International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 1, p.p.219-247,1977.
[14]http:// www.ce.berkeley.edu/~rlt/feap