Discussion of “Axial Compression of Footings in Cohesionless Soils. I: Load-Settlement Behavior” by Sami O. Akbas and Fred H. Kulhawy
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 137, Issue 1
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References
Briaud, J. L., and Gibbens, R. M. (1999). “Behavior of five large spread footings in sand.” J. Geotech. Geoenviron. Eng., 125(9), 787–797.
Cerato, A. B., and Lutenegger, J. (2007). “Scale effects of shallow foundation bearing capacity on granular material.” J. Geotech. Geoenviron. Eng., 133(10), 1192–1201.
Decourt, L. (1999). Behavior of foundations under working load conditions. Proc. XI Panamerican Conf. on Soil Mechanics and Geotechnical Engineering, Foz do Iguaçu, Brazil, Vol. 4, 453–487.
Fellenius, B. H., and Altaee, A. (1994). “Stress and settlement of footings in sand.” Geotechnical Special Publication GSP No. 40, Proc. ASCE Conf. on Vertical and Horizontal Deformations for Foundations and Embankments, College Station, TX, Vol. 2, 1760–1773.
Lutenegger, A. J., and Adams, M. T. (2003). “Characteristic load-settlement behavior of shallow foundations.” Proc., Int. Symposium on Shallow Foundations (FONDSUP), Vol. 2, Laboratoires des Ponts et Chaussées, 381–392.
Phoon, K. K., Kulhawy, F. H., and Grigoriu, M. D. (1995). “Reliability-based design of foundations for transmission line structures.” Rep. TR-105000, Electric Power Research Institute, Palo Alto, CA.
Uzielli, M., and Mayne, P. W. (2010). Serviceability limit state CPT-based design for vertically loaded shallow footings on sand, Taylor and Francis, London (in press).
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 137 • Issue 1 • January 2011
Pages: 109 - 110
Copyright
© 2011 ASCE.
History
Received: Dec 23, 2009
Accepted: Dec 23, 2009
Published online: Dec 15, 2010
Published in print: Jan 2011
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