Discussion of “Plate Load Tests on Cemented Soil Layers Overlaying Weaker Soil” by Nilo Cesar Consoli, Francisco Dalla Rosa, and Anderson Fonini
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 137, Issue 4
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References
Berardi, R., and Lancellotta, R. (1991). “Stiffness of granular soil from field performance.” Geotechnique, 41(1), 149–157.
Décourt, L. (1984). “Limitations of different methods (panel presentation).” Proc. 1981 Eighth European Conf. on Soil Mechanics and Foundation Engineering, Helsinki, Vol. 3, Balkema, Rotterdam, 1305–1306.
Décourt, L. (1994). “General report—Interaction Foundation and Structure.” X Congresso Brasileiro de Mecânica dos Solos e Engenharia de Fundações [Tenth Brazilian Conf. on Soil Mechanics and Foundation Engineering], Vol. IV, Foz de Iguaçu, Brazil (in Portuguese), 179–206.
Décourt, L. (1999). “Foundations under working load conditions.” Proc. XI Panamerican Conf. on Soil Mechanics and Geotechnical Engineering, Vol. 4, Foz de Iguaçu, 453–488.
Décourt, L. (2006). “Discussion of ‘Estimation of bearing capacity of circular footing on sands based on cone penetration test’ by Junhwan Lee and Rodrigo Salgado.” J. Geotech. Geoenviron. Eng., 132(11), 1511–1513.
Vésic, A. S. (1975). “Section 3: Bearing capacity of shallow foundations.” Foundation engineering handbook, H. F. Winterkorn and H. Y. Fang, eds., Van Nostrand Reinhold, New York, 121–147.
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© 2011 American Society of Civil Engineers.
History
Received: Apr 23, 2010
Accepted: Apr 27, 2010
Published online: Mar 15, 2011
Published in print: Apr 1, 2011
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