TECHNICAL NOTES
Dec 15, 2003

Direct Estimation of Yield Acceleration in Slope Stability Analyses

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 130, Issue 1

Abstract

In conventional slope stability analyses, the yield acceleration is traditionally estimated by trial and error. This approach becomes unwieldy when hundreds or thousands of iterations are required in rigorous probabilistic analyses. To cut down on the computational effort, we developed direct expressions for the values of the yield acceleration for the most commonly used methods of slope stability analysis. Analyses of example problems indicate that the direct computation of yield acceleration provides a significant improvement in the efficiency over the simple trial and error approach, although the numerical difficulties inherent to the various methods of slope stability analyses are still present.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 130Issue 1January 2004
Pages: 111 - 115

History

Received: Feb 28, 2002
Accepted: Nov 26, 2002
Published online: Dec 15, 2003
Published in print: Jan 2004

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Authors

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Jinman Kim
Assistant Professor, Dept. of Civil Engineering, Pusan National Univ., Pusan 609-735, Korea; formerly at Hyundai Institute of Construction Technology, Seoul, Korea.
Nicholas Sitar, M.ASCE
Professor, Dept. of Civil and Env. Engineering, University of California, Berkeley, Berkeley, CA, 94720-1710.

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