Discussion of “Estimation of Bearing Capacity of Circular Footings on Sands Based on Cone Penetration Test” by Junhwan Lee and Rodrigo Salgado
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 11
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References
Briaud, J. L., and Jeanjean, P. (1994). “Load-settlement curve method for spread footings on sand.” Proc., Settlement’ 94, Vertical and Horizontal Deformations of Foundations and Embankments, Vol. 2, ASCE, New York, 1774–1804.
Décourt, L. (1994). “General report—Interaction of foundation and structure session.” X COBRAMSEF, Vol. IV, After-Congress, Foz de Iguaçu (in Portuguese), 179–206.
Décourt, L. (1999). “Foundations under working load conditions.” Proc., XI Panamerican Conf. on Soil Mechanics and Geotechnical Engineering, Foz do Iguaçu, Vol. 4, 453–488.
Décourt, L. (2002). SPT, SPT-T Brazilian practice: Advantages, limitations and critics, ABMS (in Portuguese).
Fellenius, B. H. (1999a). “Bearing capacity of footings and piles—Does it really exist?” Symp. on Southern Ontario Glacial Soils State of Practice and Recent Developments, Toronto.
Fellenius, B. H. (1999b). “Bearing capacity of footings and piles—A delusion?” DFI Annual Meeting, Dearborn, Michigan.
Terzaghi, K. (1942). “Discussion on pile driving formulas.” Proc., ASCE, 68(2), 311–323.
Terzaghi, K. (1943). Theoretical soil mechanics, Wiley, New York.
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© 2006 ASCE.
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Published online: Nov 1, 2006
Published in print: Nov 2006
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