Critical Pool Level and Stability of Slopes in Granular Soils
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 135, Issue 3
Abstract
The influence of pore-water pressure and the pool water pressure on stability of submerged slopes was investigated using the kinematic approach of limit analysis. For soils with some cohesive component of strength, the critical pool level is slightly below half of the slope height, whereas for slopes built of purely granular soils the critical pool level is not well defined. The most critical mechanism of failure for submerged granular slopes was found to have the failure surface intersecting the face of the slope, with one intersection point above, and the other one below the pool level. The solution to the stability problem was found to be independent of the length scale (slope height), and equally critical mechanisms of failure can be triggered “locally” with any water level in the pool. The safety factor associated with these mechanisms is lower than the well-known factor defined by a planar failure surface approaching the slope face.
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Acknowledgments
The work presented in this technical note was carried out when the author was supported by the National Science Foundation, Grant No. NSFCMMI-0724022, and the Army Research Office, Grant No. UNSPECIFIEDDAAD19-03-1-0063. This support is greatly appreciated.
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Information & Authors
Information
Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 135 • Issue 3 • March 2009
Pages: 444 - 448
Copyright
© 2009 ASCE.
History
Received: Jul 1, 2007
Accepted: Apr 28, 2008
Published online: Mar 1, 2009
Published in print: Mar 2009
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