TECHNICAL PAPERS
Sep 15, 2011

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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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 11Issue 5October 2011
Pages: 381 - 390

History

Received: Mar 1, 2010
Accepted: Sep 8, 2010
Published online: Sep 15, 2011
Published in print: Oct 1, 2011

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Authors

Affiliations

J. S. Shiau [email protected]
Senior Lecturer, Faculty of Engineering and Surveying, Univ. of Southern Queensland, QLD 4350, Australia (corresponding author). E-mail: [email protected]
R. S. Merifield
Senior Lecturer, Center for Geotechnical and Materials Modelling, The Univ. of Newcastle, NSW 2308, Australia.
A. V. Lyamin
Associate Professor, Center for Geotechnical and Materials Modelling, The Univ. of Newcastle, NSW 2308, Australia.
S. W. Sloan
Professor, Center for Geotechnical and Materials Modelling, The Univ. of Newcastle, NSW 2308, Australia.

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