TECHNICAL NOTES
Aug 15, 2003

Inclination Factors for Seismic Bearing Capacity

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 129, Issue 9

Abstract

The classic approach for static analysis and design for the effect of shear forces transmitted by shallow foundations is to modify the bearing capacity by introducing inclination factors to reduce the shear strength provided by cohesion, surcharge and self-weight in the standard bearing capacity equation. These static inclination factors are usually based on empirically derived relationships determined by laboratory and field tests. However, it is possible to derive them from limit analysis of a simple Coulomb-type mechanism and thereby extend the concept of inclination factors to the dynamic case giving values for seismic design.

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References

Hansen, J. B. (1970). “A revised and extended formula for bearing capacity.” Danish Geotechnical Institute Bull. No. 28.
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Shi, X. (1993). “Plastic analysis for seismic stress fields.” PhD dissertation, State Univ. of New York, Buffalo, N.Y.
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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 129Issue 9September 2003
Pages: 861 - 865

History

Received: Nov 29, 2001
Accepted: Nov 20, 2002
Published online: Aug 15, 2003
Published in print: Sep 2003

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Authors

Affiliations

K. L. Fishman, M.ASCE
Principal, McMahon and Mann Consulting Engineers, P.C., 2495 Main St., Suite 432, Buffalo, NY 14214.
R. Richards, Jr., M.ASCE
Professor, State Univ. of New York at Buffalo, Dept. of Civil, Structural, and Environmental Engineering, 212 Ketter Hall, Buffalo, NY 14260.
D. Yao
Research Associate, State Univ. of New York at Buffalo, Dept. of Civil, Structural, and Environmental Engineering, 212 Ketter Hall, Buffalo, NY 14260.

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