Research Article
Nov 1982
Nonlocal Variational Method in Stability Analysis
Publication: Journal of the Geotechnical Engineering Division
Volume 108, Issue 11
Abstract
A mathematical technique is developed for analyzing the stability analysis in terms of effective stresses. The stability equations are obtained based on limiting equilibrium conditions. The factor of safety defining the stable state of equilibrium is derived with respect to shear strength and follows Coulomb-Mohr failure criterion. The analysis considers the influence of effective inter-slice forces, and makes no a priori assumption regarding the shape of the slip surface, internal stress distribution or on the point of application of horizontal effective thrust line. In this method the stability analysis is transcribed as a minimization problem in the calculus of variations. Using this the critical slip surface associated with the minimum factor of safety is obtained. The numerical solutions obtained by the variational technique showed that the technique can be more appropriately utilised for the rigorous stability analysis of slopes. The slip-surface obtained by variational technique resembles more closely to logarithmic spiral. The analysis satisfies all equilibrium, boundary necessary and sufficient conditions. For the existence of a minimal, the functional is verified for Legendre and Weierstress conditions of positive definiteness and global extremal.
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Published In
Journal of the Geotechnical Engineering Division
Volume 108 • Issue 11 • November 1982
Pages: 1443 - 1459
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Nov 1982
Published online: Feb 11, 2021
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Authors
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Casuba G. Prabhakar Narayan
Asst. Prof., Dept. of Civ. Engrg., Indian Inst. of Tech., New Delhi, India
Vijay D. Bhatkar
Principal Scientific Officer, Electronics Commission, Government of India, New Delhi, India
T. Ramamurthy
Prof., Dept. of Civ. Engrg., Indian Inst. of Tech., New Delhi, India
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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