Please use this identifier to cite or link to this item: http://hdl.handle.net/1822/22606

Title3D stability analysis of gravity dams on sloped rock foundations using the limit equilibrium method
Author(s)Bretas, E. M.
Léger, Pierre
Lemos, José V.
KeywordsConcrete gravity dam
Three-dimensional analysis
Sliding
Limit equilibrium
Sloped rock foundation
Gravity method
Issue date2012
PublisherElsevier
JournalComputers and Geotechnics
Abstract(s)A convenient approach to performing stability analysis of concrete gravity dams is the so-called two dimensional ‘‘gravity method.’’ However, concrete gravity dams located in valleys with sloped rock foundation abutments behave as three-dimensional (3D) structures and are often able to share compressive and shear loads between adjacent monoliths, especially when shear keys are present. A general 3D limit equilibrium method was developed in this study to compute global sliding safety factors (SSFg) by considering sequential load redistribution among adjacent monoliths when individual monoliths have mobilized their sliding strength. Two validation examples of the sliding safety assessment of existing dams are presented to illustrate the accuracy and efficiency of the proposed approach compared to that of the full 3D numerical analyses conducted using the distinct element method. It is shown that gravity dams may be formed by individual monoliths on sloped rock foundations that will slide if considered as isolated structures but will constitute a stable assembly when the load-sharing capabilities of monoliths are recognized in the analysis.
TypeArticle
URIhttp://hdl.handle.net/1822/22606
DOI10.1016/j.compgeo.2012.04.006
ISSN0266-352X
Publisher versionhttp://www.sciencedirect.com/
Peer-Reviewedyes
AccessOpen access
Appears in Collections:ISISE - Artigos em Revistas Internacionais

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