Buttress dams
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| # | Name | Country | height |
|---|---|---|---|
| 1 | Daniel Johnson Dam | Canada | 214 m |
| 2 | Roselend Dam | France | 150 m |
| 3 | Zeya Dam | Russia | 115 m |
| 4 | Aguieira Dam | Portugal | 89 m |
| 5 | Grandval Dam | France | 88 m |
| 6 | Bartlett Dam | USA | 83.2650 m |
| 7 | Ohkura Dam | Japan | 82 m |
| 8 | Miranda Dam | Portugal | 80 m |
| 9 | Santa Luzia Dam | Portugal | 76 m |
| 10 | Coolidge Dam | USA | 75.9500 m |
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Literature
- (2019): A comparative analysis of long-term concrete deformation models of a buttress dam. In: Engineering Structures, v. 193 (August 2019), pp. 301-307.
- Cracking of Concrete Buttress Dam Due to Seasonal Temperature Variation. In: ACI Structural Journal, v. 108, n. 1 (January 2011).
- (1960): The Design of Buttress Dams of Triangular Profile and Constant Web Thickness. In: Proceedings of the Institution of Civil Engineers, v. 16, n. 3 (July 1960), pp. 271-282.
- (2008): Experimental seismic investigation of Sefid-rud concrete buttress dam model on shaking table. In: Earthquake Engineering and Structural Dynamics, v. 37, n. 5 (25 April 2008), pp. 809-823.
- (1954): Photoelastic Experiments on the Stress Distribution in a Diamond-Head Buttress Dam. In: Proceedings of the Institution of Civil Engineers, v. 3, n. 3 (May 1954), pp. 370-396.
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