Discussion of “Experimental and Numerical Studies of Circular Footing Resting on Confined Granular Subgrade Adjacent to Slope” by W. R. Azzam and A. Z. ElWakil
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Volume 17, Issue 2
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References
Azzam, W. R., and ElWakil, A. Z. (2015). “Experimental and numerical studies of circular footing resting on confined granular subgrade adjacent to slope.” Int. J. Geomech., 04015028.
Eid, H. T. (2013). “Bearing capacity and settlement of skirted shallow foundations on sand.” Int. J. Geomech., 645–652.
El Wakil, A. Z. (2013). “Bearing capacity of skirt circular footing on sand.” Alexandria Eng. J., 52(3), 359–364.
Gupta, R., and Trivedi, A. (2009). “Bearing capacity and settlement of footing resting on confined loose silty.” Electron. J. Geotech. Eng., 14(A), 1–17.
Gupta, R., and Trivedi, A. (2010). “Behavior of model circular footings on silty soils with cellular supports.” IJE Trans. B: Appl., 23(1), 21–35.
Optum G2 [Computer software]. OptumCE, Copenhagen, Denmark.
Prasad, A., and Singh, V. K. (2011). “Behavior of confined square and rectangular footings under eccentric-inclined load.” Int. J. Geotech. Eng., 5(2), 211–221.
Sawwaf, M. E., and Nazer, A. (2005). “Behavior of circular footings on confined granular soil.” J. Geotech. Geoenviron. Eng., 359–366.
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Published In
International Journal of Geomechanics
Volume 17 • Issue 2 • February 2017
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Oct 1, 2015
Accepted: Feb 1, 2016
Published online: May 23, 2016
Discussion open until: Oct 23, 2016
Published in print: Feb 1, 2017
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