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
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Copyright © 2003 American Society of Civil Engineers.
History
Received: Nov 29, 2001
Accepted: Nov 20, 2002
Published online: Aug 15, 2003
Published in print: Sep 2003
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