DISCUSSIONS AND CLOSURES
Jan 1, 1992

Discussion of “Bearing Capacity of Expanded‐Base Piles in Sand” by William J. Neely, (January, 1990, Vol. 116, No. 4)

Publication: Journal of Geotechnical Engineering
Volume 118, Issue 1
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References

1.
D'Appolonia, E. (1990). “Monitored decisions.” J. Geotech. Engrg., ASCE, 116(1), 1–34.
2.
Franke, E. (1981). “Point pressure versus length and diameter of piles.” Proc., X ICSMFE, 2, 717–722.
3.
Franke, E., and Garbrecht, D. (1977). “Test‐loadings on 8 large bored piles in sand.” Proc., IX ICSMFE, 1, 529–532.
4.
Kezdi, A. (1965). “Pile foundations.” Foundation Engineering Handbook, H. F. Winterkorn and Hsai‐Yang Fang, eds., Van Nostrand Reinhold Co., New York, N.Y., 556–600.
5.
Peck, R. B. (1965). “Bearing capacity and settlement: Certainties and uncertainties.” Proc., Symp. Bearing Capacity and Settlement of Foundations, Duke University, Durham, N.C., 3–8.
6.
Tinoco, F. H. (1987). “Uso del spt y del cpt en el diseno de fundaciones para el control de asentamientos [use of SPT and CPT in foundation design for control of settlement].” Proc., 8th Panamerican Conf. on Soil Mech. and Found. Engrg., 1, 63–120.
7.
Vesic, A. S. (1967). “Ultimate loads and settlements of deep foundations in sand.” Proc., Symp. Bearing Capacity and Settlement of Foundations, Duke University, Durham, N.C., 53–68.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 118Issue 1January 1992
Pages: 160 - 163

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Published online: Jan 1, 1992
Published in print: Jan 1992

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Fernando H. Tinoco, Member, ASCE
Prof., Dept. of Mech., Universidad Simon Bolivar, Apartado 66252, Caracas 1061‐A, Venezuela

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