Brief Report
Aug 1977
Backfill Effects on Circular Foundation Stiffnesses
Publication: Journal of the Geotechnical Engineering Division
Volume 103, Issue 8
Abstract
The dynamic behavior of a structure resting on or embedded in an elastic material is a problem that has been of considerable interest in recent years. The determination of the dynamic soil-structure interaction effects is particularly important in the seismic design of nuclear power plants. The dynamic behavior of these structures has often been adequately described using a lumped parameter model consisting of equivalent mass, stiffness, and damping elements. For cases other then a foundation resting on the surface of an elastic homogeneous half space, numerical procedures, such as the finite element method, are frequently employed to determine these lumped parameters. To the extent that stiffness coefficients may be considered to be independent of frequency, the static had-displacement results of finite element models may be used to determine spring constants for the discrete model. This paper deals with the static load-displacement behavior of circular foundations, embedded in an elastic stratum underlain by a rigid base. Horizontal, rocking and coupled rocking-sliding stiffness are investigated for various backfill conditions.
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Published In
Journal of the Geotechnical Engineering Division
Volume 103 • Issue 8 • August 1977
Pages: 899 - 903
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Aug 1977
Published online: Feb 11, 2021
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Gordon R. Johnson
Prin. Development Engr., Government and Aeronautical Products Div., Honeywell, Inc., Minneapolis, Minn
Howard I. Epstein, M.ASCE
Asst. Prof. of Civ. Engrg., Univ. of Connecticut, Storrs, Conn
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.