Discussion of “Interference of Two Closely Spaced Strip Footings on Sand Using Model Tests” by J. Kumar and M. K. Bhoi
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 136, Issue 12
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References
Das, B. M., and Larbi-Cherif, S. (1983). “Bearing capacity of two closely-spaced shallow foundations on sand.” Soils Found., 23(1), 1–7.
Jao, M., Wang, M. C., Chou, H. C., and Lin, C. J. (2002). “Behavior of interacting parallel strip footings.” Electronic Journal of Geotechnical Engineering, ⟨http://geotech.civen.okstate.edu/ejge/Ppr0127/⟩.
Kumar, A., and Saran, S. (2003). “Closely spaced footings on geogrid-reinforced sand.” J. Geotech. Geoenviron. Eng., 129(7), 660–664.
Kumar, J., and Ghosh, P. (2007a). “Ultimate bearing capacity of two interfering rough strip footings.” Int. J. Geomech., 7(1), 53–62.
Kumar, J., and Ghosh, P. (2007b). “Upper bound limit analysis for finding interference effect of two nearby strip footings on sand.” Geotech. Geologic. Eng., 25(5), 499–507.
Kumar, J., and Kouzer, K. M. (2008). “Bearing capacity of two interfering footings.” Int. J. Numer. Analyt. Meth. Geomech., 32(3), 251–264.
Saran, S., and Agarwal, V. C. (1974). “Interference of surface footings on sand.” Indian Geotech. J., 4(2), 129–139.
Stuart, J. G. (1962). “Interference between foundations, with special reference to surface footings in sand.” Geotechnique, 12(1), 15–22.
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© 2010 ASCE.
History
Received: Jul 29, 2009
Accepted: Aug 31, 2009
Published online: Nov 15, 2010
Published in print: Dec 2010
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