Three-dimensional reliability analysis of earth slopes

Computers and Geotechnics

Volumn 26, Issue 3-4, 2000, Pages 247-261

  Auvinet, G ^a   Gonzalez J L ^a  

^a UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICO   (Mexico)

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; COMPUTER AIDED ANALYSIS; RELIABILITY THEORY; SLOPE STABILITY; SOIL MECHANICS;

COHESIVE SOIL SLOPES;

GEOTECHNICAL ENGINEERING;

EARTHWORKS; RELIABILITY ANALYSIS; SLOPE STABILITY; THREE-DIMENSIONAL MODELING;

EID: 0342749346     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-352X(99)00041-5     Document Type: Article

References (9)

1. Duncan JM. State of the art: static stability and deformation analysis. Geotechnical special publication, no 31. ASCE, 1992.
2. Duncan J.M. State of the art. limit equilibrium and finite-element analysis of slopes Journal of Geotechnical Engineering, ASCE. 122(7):1996;577-596.
3. Bishop W.A. The use of the slip circle in the stability analysis of slopes. Geotechnique, 5(4):1960;129-150.
4. Vanmarcke E.H. Reliability of earth slopes. Journal of the Geotechnical Engineering Division, ASCE. 103(GT11):1977;1247-1265.
5. Auvinet G, Rossa O, Fry JJ. Reliability of homogeneous earth fills. In: Proceedings, Sixth International Conference on Applications of Statistics and Probability in Civil Engineering, CERRA-ICASP6, Mexico, D.F., 1991. p. 816-24.
6. Hungr O. An extension of Bishop's simplified method of slope stability to three dimensions. Geotechnique. 38(1):1987;155-156.
7. Papoulis A. Probability, random variables and stochastic processes. 1965;McGraw-Hill, New York.
8. González JL. Confiabilidad de taludes, análisis tridimensional. Master degree thesis, Facultad de Ingeniería, Universidad Nacional Autónoma de México, Mexico D.F., 1998 (in Spanish).
9. Mrabet Z. Fiabilité des remblais homogènes compactés. Doctoral thesis, Laboratoire de Géomécanique ENSG, Institut National Polytechnique de Lorraine, Nancy, France, 1997 (in French).