Research Article
Nov 1975
End Effects on Stability of Cohesive Slopes
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VIEW THE REPLYAuthors: Mohsen M. Baligh and Amr S. AzzouzAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 101, Issue 11
Abstract
The concept of the two-dimensional circular arc method of stability analysis is extended to three-dimensional slope stability problems. End effects on the stability of cohesive slopes due to failure along a finite length are evaluated by means of a computer program STAB3D developed for this purpose. As an application of the technique, two cases are considered: (1) The toe failure of a vertical cut where typical end effects are illustrated; and (2) the toe failure of a slope with any angle β when a finite length of failure is imposed. The stability of a test section embankment loaded to failure is analyzed.
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Journal of the Geotechnical Engineering Division
Volume 101 • Issue 11 • November 1975
Pages: 1105 - 1117
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Nov 1975
Published online: Feb 10, 2021
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Mohsen M. Baligh
Asst. Prof. of Civ. Engrg., Massachusetts Inst. of Tech, Cambridge, Mass
Amr S. Azzouz
Research Asst., Massachusetts Inst. of Tech., Cambridge, Mass
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