Research Article
Dec 1972
Bearing Capacity Theory from Experimental Results
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 98, Issue 12
Abstract
The development of a theory of bearing capacity of strip footings on cohesionless soils, based on a failure surface deduced from the experimentally observed surfaces, is reported in this article. The deduced surface is different from the failure surfaces assumed in the commonly used theories. In the high ranges of the angle of internal friction of soil the deduced surface is much smaller than those assumed in theories. When the plane-strain value of the friction angle of soil is used, the developed theory gives a very accurate prediction of the bearing capacity while the existing theories fail to do so.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 98 • Issue 12 • December 1972
Pages: 1311 - 1324
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Dec 1972
Published online: Feb 12, 2021
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Authors
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A. Verghese Chummar
Leet., Dept. of Civ. Engrg., Indian Inst. of Tech., Kharagpur, West Bengal, India
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