Stability Analysis of Embankments and Slopes
- 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
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