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Stability Analysis of Embankments and Slopes
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Stability Analysis of Embankments and Slopes
Stability Analysis of Embankments and Slopes
SS
Sarada K. Sarma
Sarada K. Sarma
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1 December 1979
journal article
Published by
American Society of Civil Engineers (ASCE)
in
Journal of the Geotechnical Engineering Division
Vol. 105
(12)
,
1511-1524
https://doi.org/10.1061/ajgeb6.0000903
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.
Keywords
STABILITY ANALYSIS
BASIC
STRESS STRAIN
EQUILIBRIUM APPROACH
PRESENT TWO
ANALYSIS OF EMBANKMENTS
EMBANKMENTS AND SLOPES
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Cited by 181 articles