Research Article
Jan 1973
Analysis of Ultimate Loads of Shallow Foundations
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 99, Issue 1
Abstract
The paper presents a modern outlook of the problem of bearing capacity of shallow foundations, incorporating all major contributions to the subject, along with best available solutions and appropriate numerical values of bearing capacity factors and coefficients. It is shown that the greatest shortcoming of available theories lies in their unreserved assumption of incompressibility of the foundation soil. An attempt is made to formulate for the first time rational compressibility criteria for soils subjected to foundation loads. A set of tentative compressibility factors, to be used with the classical bearing capacity equation, are given. The paper includes an analysis of the effects on bearing capacity of roughness and vertical profile of foundation base, ground-water table, presence of adjacent footings and rate of loading.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 99 • Issue 1 • January 1973
Pages: 45 - 73
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Jan 1973
Published online: Feb 12, 2021
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Authors
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Aleksandar Sedmak Vesić, F.ASCE
J. A. Jones Prof. and Chmn., Dept. of Civ. Engrg., Duke Univ., Durham, N.C.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.