Research Article
Dec 1972
Vertical Vibration of Embedded Footings
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VIEW THE REPLYAuthors: Milos Novak and Youpele O. BeredugoAuthor Affiliations
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 98, Issue 12
Abstract
The theory makes it possible to consider soil as an elastic half-space or a stratum. In the latter case, embedment becomes particularly important because the omission of embedment leads to unrealistic overestimation of amplitudes, while the omission of layering can result in considerable underestimation of the response. The approximate analytical solution compares favorably with the finite element solution and can be easily applied in design of footings or structures supported by embedded foundations. A further advantage is that the same approach can be used to predict the response in any vibration mode including coupled modes. The field experiments were conducted with concrete blocks having square and rectangular bases. There was a reasonable agreement between the theoretical and experimental relative variations of the resonant amplitudes and of the resonant frequencies with embedment in the case of the undisturbed soil.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 98 • Issue 12 • December 1972
Pages: 1291 - 1310
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Dec 1972
Published online: Feb 12, 2021
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Affiliations
Milos Novak
Prof., Faculty of Engrg. Sci., Univ. of Western Ontario, London, Ontario, Canada
Youpele O. Beredugo
Shell-BP Nigeria Ltd., Lagos, Nigeria
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