Research Article
Dec 1979
Stability Analysis of Embankments and Slopes
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VIEW THE REPLYPublication: Journal of the Geotechnical Engineering Division
Volume 105, Issue 12
Abstract
In the stability analysis of embankments and slopes there are at present two basic lines of approach. The first is the limit equilibrium approach and the second is the stress-strain analysis.
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Published In
Journal of the Geotechnical Engineering Division
Volume 105 • Issue 12 • December 1979
Pages: 1511 - 1524
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Dec 1979
Published online: Feb 11, 2021
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Authors
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Sarada K. Sarma, M.ASCE
Lect., Dept. of Civ. Engrg., Imperial College of Sci. and Tech., London, England
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.