Research Article
Jan 1971
Bearing Capacity of Eccentrically Loaded Footings
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VIEW THE REPLYAuthors: Shamsher Prakash, M.ASCE, and Swami SaranAuthor Affiliations
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 97, Issue 1
Abstract
The bearing capacity of an eccentrically loaded footing is determined by analytical formulation. In this analysis, the footing has been considered rigid with a rough base. It has been assumed that the rupture surface is a log spiral, and failure occurs on the same side as the eccentricity with respect to the center of the footing. The resistance mobilized on this side is fully passive and partial on the other. The footing has been assumed to lose contact with increase in eccentricity and the results are given in the form of bearing capacity factors Nγ, Nq, and Nc. For the verification of analytical solutions, model tests were conducted on sand both in dense as well as loose states. Footings were tested both at surface and at a depth such that Df/B = 1 and eccentricity of load ranged from 0.1B and 0.4B, in which Df and B are, respectively, depth and width of footing. Test data of the previous investigators are also analyzed and compared with the proposed theory. A reasonable agreement was found between the theory and the test data.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 97 • Issue 1 • January 1971
Pages: 95 - 117
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Jan 1971
Published online: Feb 12, 2021
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Authors
Affiliations
Shamsher Prakash, M.ASCE
Prof. of Soil Dynamics; School of Res. and Training in Earthquake Engrg., Univ. of Roorkee, Roorkee, India
Swami Saran
Lecturer in Civ. Engrg.; Univ. of Roorkee, Roorkee, India
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