Taylor’s Slope Stability Charts Revisited
Publication: International Journal of Geomechanics
Volume 11, Issue 4
Abstract
Two design charts for computing the safety factor of soil slopes are presented here. The first one is for an undrained () soil slope, similar to the one proposed by Taylor, but with significant differences. Taylor’s work is based on three types of failure circles: toe circle, slope circle, and midpoint circle. It appears that there can also be compound circles that are made of two circular arcs separated by a straight line at the interface with the stiff stratum. These are incorporated in the proposed design chart. The second chart is for drained () soil slope that enables the users to compute the safety factor of the slope without any iterative procedures that are required with the Taylor’s chart. In soils, Taylor assumed that the failure occurs along toe circles. The analysis presented herein shows that when the slope is very shallow, it is possible to have midpoint circles. Both charts are quite simple and straightforward to use in engineering analysis of homogeneous slopes. Numerical examples are presented to illustrate the use of the two design charts.
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Acknowledgments
The funding provided by DEST through the Australian Research Council Linkage Project No. ARCLP0989164 is gratefully acknowledged.
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Information & Authors
Information
Published In
International Journal of Geomechanics
Volume 11 • Issue 4 • August 2011
Pages: 348 - 352
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Jan 22, 2010
Accepted: Sep 21, 2010
Published online: Sep 23, 2010
Published in print: Aug 1, 2011
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