Deduction of ultimate equilibrium limit states for concrete gravity dams keyed into rock mass foundations based on large displacement analysis

Author:

Pereira Renato,Batista António Lopes,Neves Luís Canhoto,Lemos José V.

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference36 articles.

1. Engineering of Large Dams;Thomas,1976

2. Underwood LB, Dixon NA, Dams on rock foundations, in: Rock Engineering for Foundations and Slopes, Vol. 2, Boulder, Colorado, United States, 1976, pp. 125–146.

3. USACE, Engineering and design: Sliding stability for concrete structures, Engineer Technical Letter 1110-2-256, United States Army Corps of Engineers (USACE), Washington, USA (1981).

4. Nicholson GA, Design of gravity dams on rock foundations: sliding stability assessment by limit equilibrium and selection of shear strength parameters, Report GL-83-13, United States Army Corps of Engineers (USACE), Washington, USA (1983).

5. Gravity dam design and analysis;Corns,1988

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