Summary
This paper discusses some ideas which permit an equivalent bidimensional analysis to be performed instead of a tridimensional analysis, using limit equilibrium methods.
Résumé
Cette étude aborde quelques idées permettant de réaliser une analyse bidimensionnelle équivalente au lieu d'une analyse tridimensionnelle, usant des méthodes d'équilibre limite.
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References
JANBÚ N. (1973): Slope Stability Computation, in: Embankment-Dam Engineering, Hirschfeld and Poulus, J. Wiley & Sons.
KARZULOVIĆ A.—RUZ M. (1978): Metodología y Programas Computacionales para el análisis de la Estabilidad de Taludes. Thesis prepared for the title or Ingeniero Civil, Fac. de Ciencias físicas y matemáticas, Universidad de Chile.
KARZULOVIĆ J.—VELASCO L. (1979): Informe Geotécnico Deslizamiento sector Pedro de Valdivia Norte, Cerro San Cristóbal, en Comuna de las Condes del Gran Santiago.
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Acevedo, P.M., Karzulović, A.L. An equivalent bidimensional analysis of slope stability problems. Bulletin of the International Association of Engineering Geology 23, 75–78 (1981). https://doi.org/10.1007/BF02594729
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DOI: https://doi.org/10.1007/BF02594729