Discussion of “Scale Effects of Ultimate Pile Capacity” by George G. Meyerhof (June, 1983)
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Volume 110, Issue 8
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References
1.
Berezantzev, W. G., “Design of Deep Foundations,” Proceedings, 6th ICSMFE, Montreal, Vol. II, 1965.
2.
Berezantzev, W. G., “Calculation of the Construction Basis,” Leningrad, 1970 (in Russian).
3.
Franke, E., and Garbrecht, D., “Drei Serien von Probebelastungen and Grossbohrpfahlen in Sand,” Mitteilung Bundesanstalt für Wasserbau, Karlsrube, N.41, 1977, pp. 47–77.
4.
Pasqualini, E., “Standard Penetration Test,” XI Conference of SMFE—Turin—Technical University of Turin—Report, 1983, (in Italian).
5.
Reese, L. C., and Wright, S. J., “Drilled Shaft Manual,” U.S. Dept. of Transportation, Offices of Research and Development, Implementation Div. HDV‐2, Washington, D.C., Vol. 1, 1977.
6.
Reese, L. C., “Design and Construction of Drilled Shafts,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 104, 1978, pp. 95–116.
7.
Robertson, P. K., and Campanella, R. G., “Interpretation of CPT,” Soil Mechanics Series, No. 60, Dept. of Civil Engineering, The University of British Columbia, Vancouver, B.C., 1982.
8.
Touma, F. T., and Reese, L. C., “The Behaviour of Axially Loaded Drilled Shafts in Sand,” Research Report 176‐1, Center for Highway Research, The University of Texas at Austin, 1972.
9.
Vesic, A. S., “Design of Pile Foundations,” Transportation Research Board, National Research Council, Washington, D.C., 1977.
10.
Wright, S. J., “Limit State Design of Drilled Shafts,” thesis presented to the University of Texas at Austin, in 1977, in partial fulfillment of the requirements for the degree of Master of Science.
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Published In
Journal of Geotechnical Engineering
Volume 110 • Issue 8 • August 1984
Pages: 1156 - 1159
Copyright
Copyright © 1984 ASCE.
History
Published online: Aug 1, 1984
Published in print: Aug 1984
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