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Arias A., 1970. A measure of earthquake intensity in Seismic Design of Nuclear Power Plants, R. J. Hansen, Editor, The Mass. Inst. Tech. Press.

Bishop A. W., 1955. The Use of the Slip Circle in the Stability Analysis of Siopes. Geotechnique, Vol. 5:7-17.

Coulomb, C.A. 1776. Essai sur une application des regles de maximis et mini­mis a quelques problemes de statique, relatifs a l’architecture. Memoires de Mathematique et de Physique présentés a l’Academic Royale des Sciences, Paris, 1773, 1, 343–382.

Matlock H. e Reese L.C., 1960. Generalised solutions for laterally loaded piles. Journ. Soil Mech. Found. Div., ASCE, Vol. LXXXVI, SM5, pp. 63-91

Newmark N.M., 1965. Effects of Earthquakes on Dams and Embankments. Geotechnique, 15, 139-160.

Poulos H. G. and Davis E. H., 1980. Pile foundation analysis and design. Wiley Ed. 397 p.

Poulos H. G. and Davis E. H., 1991. Elastic Solutions for Soil and Rock Mechanics. Centre for geotechnical research, University of Sidney.

Richards R. and Elms D.G., 1979. Seismic Behavior of Gravity Retaining Walls. Journal of the Geotechnical Engineering Division, 105, 449-464.

Vesic A.S., 1970. "Tests on Instrumented Piles, Ogeehee River Site," Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 96, No. SM2, pp. 561-584.



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