Discussion of “Bearing Capacity of Shallow Strip Foundations in Sand under Eccentric and Oblique Loads” by R. Ganesh, Sunil Khuntia, and Jagdish Prasad Sahoo
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VIEW THE ORIGINAL ARTICLEPublication: International Journal of Geomechanics
Volume 18, Issue 5
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References
Hansen, J. B. (1970). “A revised and extended formula for bearing capacity.” DGI Bull. No. 28, Danish Geotechnical Institute, Copenhagen, Denmark, 5–11.
Loukidis, D., Chakraborty, T., and Salgado, R. (2008). “Bearing capacity of strip footings on purely frictional soil under eccentric and inclined loads.” Can. Geotech. J., 45(6), 768–787.
Meyerhof, G. G. (1963). “Some recent research on the bearing capacity of foundations.” Can. Geotech. J., 1(1), 16–26.
Patra, C. R., Behara, R. N., Sivakugan, N., and Das, B. (2012). “Ultimate bearing capacity of shallow strip foundation under eccentrically inclined load, Part I.” Int. J. Geotech. Eng., 6(3), 343–352.
Vesic, A. S. (1973). “Analysis of ultimate loads of shallow foundations.” J. Soil Mech. Found. Div., 99(1), 45–73.
Information & Authors
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Published In
International Journal of Geomechanics
Volume 18 • Issue 5 • May 2018
Copyright
© 2018 American Society of Civil Engineers.
History
Received: Jan 20, 2017
Accepted: May 4, 2017
Published online: Feb 16, 2018
Published in print: May 1, 2018
Discussion open until: Jul 16, 2018
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Assistant Professor, Dept. of Civil Engineering, National Institute of Technology Rourkela, India. E-mail: [email protected]
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