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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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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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 132 • Issue 11 • November 2006
Pages: 1511 - 1513
Copyright
© 2006 ASCE.
History
Published online: Nov 1, 2006
Published in print: Nov 2006
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