Closure to “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 ARTICLEAuthors: Nilo Cesar Consoli, Ph.D. [email protected], Francisco Dalla Rosa, D.Sc. [email protected], and Anderson Fonini, M.Sc. [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 137, Issue 4
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References
Briaud, J.-L. (2007). “Spread footings in sand: Load settlement curve approach.” J. Geotech. Geoenviron. Eng., 133(8), 905–920.
Briaud, J.-L., and Gibbens, R. (1999). “Behavior of five large spread footings in sand.” J. Geotech. Geoenviron. Eng., 125(9), 787–796.
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.
Consoli, N. C., Schnaid, F., and Milititsky, J. (1998). “Interpretation of plate load tests on residual soil site.” J. Geotech. Geoenviron. Eng., 124(9), 857–867.
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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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 137 • Issue 4 • April 2011
Pages: 448 - 449
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Oct 19, 2010
Accepted: Oct 28, 2010
Published online: Mar 15, 2011
Published in print: Apr 1, 2011
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Authors
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Associate Professor, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Av. Osvaldo Aranha 99, 3 andar, 90035-190, Porto Alegre, Rio Grande do Sul, Brazil (corresponding author). E-mail: [email protected]
Assistant Professor, Faculty of Engineering and Architecture, Univ. of Passo Fundo, Campus I, 99001-970, Passo Fundo, Rio Grande do Sul, Brazil. E-mail: [email protected]
Ph.D. Student, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Av. Osvaldo Aranha 99, 3 andar, 90035-190, Porto Alegre, Rio Grande do Sul, Brazil. E-mail: [email protected]
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