Estimation of Slope Stability Using Two-Parameter Criterion of Stability
Publication: International Journal of Geomechanics
Volume 14, Issue 3
Abstract
Modern methods for calculating slope stability in current finite-element programs involve the stepwise uniform reduction of the soil strength parameters. However, prediction of the strength-reduction law under the influence of external factors is not actually possible. The suggested method for safety-factor minimization will produce the most reliable estimation of slope stability. This idea is illustrated by calculating the safety factor for embankments composed of clay loam and sand.
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Information & Authors
Information
Published In
International Journal of Geomechanics
Volume 14 • Issue 3 • June 2014
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Dec 5, 2011
Accepted: Jun 4, 2013
Published online: Jun 6, 2013
Published in print: Jun 1, 2014
Discussion open until: Aug 14, 2014
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