Discussion to “Effective Stress Capacity Model for Piles in Clay” by Leland M. Kraft (November, 1982)
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References
1.
Cox, W. R., Kraft, L. M., and Verner, E. A., “Axial Load Tests on 14‐Inch Pipe Piles in Clay,” Proceedings, Offshore Technology Conference, Paper OTC 3491, pp. 1147–1158.
2.
Flaate, K., and Selnes, P., “Side Friction of Piles in Clay,” Proceedings, 9th International Conference on Soil Mechanics and Foundation Engineering, Vol. 1, Tokyo, Japan, 1977, pp. 517–522.
3.
Kraft, L. M., Focht, J. A., and Amerasinghe, S. F., “Friction Capacity of Piles Driven into Clay,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 107, No. GT11, Nov., 1981, pp. 1521–1541.
4.
Meyerhof, G. G., “Bearing Capacity and Settlement of Pile Foundations,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 102, No. GT3, Mar., 1976, pp. 197–228.
5.
Randolph, M. F., and Wroth, C. P., “Recent Developments in Understanding the Axial Capacity of Piles in Clay,” Ground Engineering, Vol. 15, No. 7, 1982, pp. 17–25, 32.
6.
“Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms,” RP2A, American Petroleum Institute, 12th ed., Jan., 1981.
7.
Semple, R. M., Discussion, “Recent Developments in the Design and Construction of Piles,” Institution of Civil Engineers, London, England, 1980, pp. 397–399.
8.
Vijayvergiya, V. N., and Focht, J. A., “A New Way to Predict Capacity of Piles in Clay,” Offshore Technology Conference, paper OTC 1718, 1972, pp. 865–874.
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Journal of Geotechnical Engineering
Volume 109 • Issue 9 • September 1983
Pages: 1213 - 1214
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Copyright © 1983 ASCE.
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Published online: Sep 1, 1983
Published in print: Sep 1983
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