Undrained Stability of Footings on Slopes
Publication: International Journal of Geomechanics
Volume 11, Issue 5
Abstract
Solutions for the ultimate bearing capacity of footings on purely cohesive slopes are obtained by applying finite element upper and lower bound methods. In a footing-on-slope system, the ultimate bearing capacity of the footing may be governed by either foundation failure or global slope failure. The combination of these two factors makes the problem difficult to solve using traditional methods. The importance of a dimensionless strength ratio in determining the footing capacity is broadly discussed, and design charts are presented for a wide range of parameters. In addition, the effect of footing roughness and surface surcharge are briefly quantified.
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© 2011 American Society of Civil Engineers.
History
Received: Mar 1, 2010
Accepted: Sep 8, 2010
Published online: Sep 15, 2011
Published in print: Oct 1, 2011
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