3D stability analysis of gravity dams on sloped rock foundations using the limit equilibrium method

Author:

Bretas Eduardo M.,Léger Pierre,Lemos José V.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference29 articles.

1. Léger P, Tinawi R, Bhattacharjee SS, Leclerc M. Failure mechanisms of gravity dams subjected to hydrostatic overload: influence of weak lift joints. In: ICOLD XIX congress on large dams, Florence, Italy; 1997. p. 11–38.

2. Bretas EM, Lemos JV, Lourenço PB. Masonry gravity dams – a numerical application for stability analysis. In: 8th International masonry conference, Dresden, Germany; 2010.

3. Lombardi G. Concrete dams and their foundation. Evaluation for static loading. In: Kreuzer et al., editor. International workshop on dam safety evaluation, Sutton, UK; 1993. p. 77–90.

4. Murthy YK, Mane PM, Pant B. Tensile failures in some stone masonry gravity dams in India. In: 13th ICOLD congress, New Delhi, India; 1979. p. 461–77.

5. Rogers JD. Lessons learned from the St. Francis dam failure. Geo-Strata. Reston: ASCE; 2006. p. 14–7.

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