Research Article
Mar 1965
Shallow Foundations
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 91, Issue 2
Abstract
A review of the design and performance of spread footings and rafts in relation to the prediction and control of settlement reveals that allowable bearing pressure for a given settlement of shallow foundations on sand and gravel, when estimated from standard or static cone penetration tests, are rather conservative. Based on the present analysis, the bearing pressures could safely be increased by 50%, when the corresponding predicted settlements would vary from approximately 0.8 to 2 times the observed values. The allowable bearing pressures for shallow foundations on clay, when based on the sum of immediate and final consolidation settlements with an allowance for any lateral consolidation and the effects of shearing stresses, usually yield results of sufficient accuracy. More field observations are needed on the contact pressures and stresses in raft foundations to develop a rational method of their design.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 91 • Issue 2 • March 1965
Pages: 21 - 31
Copyright
© 1965 American Society of Civil Engineers.
History
Published in print: Mar 1965
Published online: Feb 12, 2021
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Authors
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George G. Meyerhof, F.ASCE
Dean, Nova Scotia Tech. Coll., Halifax, N. S., Canada
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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.