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System reliability analysis of concrete arch dams considering foundation rock wedges movement
Narjes Soltani, Ignacio Escuder-Bueno, Mateja Klun
Izvirni znanstveni članek
Oznake: double-curvature concrete arch dams;reliability analysis;foundation stability;limit equilibrium method;numerical models;Latin Hypercube Sampling;
In this paper, a discussion on the applicability and limitations of the limit equilibrium method is presented. In this manner, the reliability of a concrete arch dam-foundation system under static loading is evaluated by considering a set of potentially moveable rock wedges in the foundation. The sa ...
Leto: 2024 Vir: Fakulteta za gradbeništvo in geodezijo (UL FGG)
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