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[I] Broms, B. B., "Design of laterally loaded piles," J. Soil Mech. and Found. Div., ASCE, 91(3), 79-99, 1965.
[3] Georgiadis, M., and Butterfield, R., "Laterally loaded pile behavior," J. Geotech. Engrg. Div.. ASCE, 108(1), 155-165, 1982.
[5] Poulos, H. G., "Behavior of laterally loaded piles. I: single piles," J. Soil Mech. And Found. Div., ASCE, 97(5), 711-731, 1971.
[6] Matlock, H., and Reese, L. C, "Generalized solution for laterally loaded piles," L Soil Mech. And Found. Div., ASCE, 86(5), 63-91, 1960.
[7] Vallabhan, C. V. G., "Rigid Piers," J. Soil Mechanics and Foundation Division, ASCE, 1255-1272, 1982.
[9] Kuhlemeyer, R. L., "Static and dynamic laterally loaded floating piles," J. Geotech. Engrg. Div., ASCE, 105(2), 289-304, 1979.
[II ] Spillers, W. R. and Stoll, R. D. 1964., "Lateral Response of Piles" J.S.M.F.D., ASCE, vol 90, SM6: 1-9.
[12] Lenci, C, "Behavior of laterally loaded piles. I: single piles," J. Soil Mech. and Found. Div., ASCE, 97(5), 711-731, 1971.