DISCUSSIONS AND CLOSURES
Jul 1, 1989
Discussion of “Pile Horizontal Soil Modulus Values” by Trevor David Smith (September, 1987, Vol. 113, No. 9)
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Volume 115, Issue 7
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References
1.
Georgiadis, M., and Butterfield, R. (1982). “Laterally loaded pile behavior.” J. Geotech. Engrg., ASCE, 108(1), 155–165.
2.
Horvath, J. S. (1979). “A study of analytical methods for determining the response of mat foundations to static loads.” Thesis presented to the Polytechnic Inst. of New York, at Brooklyn, N.Y., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
3.
Horvath, J. S. (1983). Discussion of “Laterally loaded pile behavior,” by M. Georgiadis and R. Butterfield. J. Geotech. Engrg., ASCE, 109(5), 773–775.
4.
Horvath, J. S. (1984). “Simplified elastic continuum applied to the laterally loaded pile problem—Part 1: Theory.” Special Tech. Testing Publication 835, ASTM, 112–121.
5.
Kerr, A. D. (1961). “Viscoelastic Winkler foundation with shear interactions.” J. Engrg. Mech. Div., ASCE, 87(3), 13–30.
6.
Poulos, M. G., and Davis, E. M. (1980). Pile foundation analysis and design. Chapter 8, John Wiley and Sons, New York, N.Y.
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Copyright © 1989 ASCE.
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Published online: Jul 1, 1989
Published in print: Jul 1989
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John S. Horvath, Member, ASCE
Assoc. Prof., Civ. Engrg. Dept., School of Engrg., Manhattan Coll., Bronx, NY 10471
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