Concrete-face rockfill dams (CFRD)
Most Important Structures in this Category
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| # | Name | Country | height |
|---|---|---|---|
| 1 | Mohale Dam | Lesotho | 145 m |
| 2 | Itá Dam | Brazil | 125 m |
| 3 | Rama Dam | Bosnia and Herzegovina | 103 m |
| 4 | Alaköprü Dam | Turkey | 93 m |
| 5 | Kavşak Bendi Dam | Turkey | 93 m |
| 6 | Pindari Dam | Australia | 85 m |
| 7 | Barrage des Fades | France | 68 m |
| 8 | Tocoma Dam | Venezuela | 65 m |
| 9 | Desjarárstífla dam | Iceland | 60 m |
| 10 | Wahnbach Dam | Germany | 52.5000 m |
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Case Studies & Reports
Tocoma Dam ensures energy supply in Venezuela
The Manuel Piar hydropower station and Tocoma Dam are located approximately 85 km from the town of Puerto Ordaz in the federal state of Bolívar in Venezuela. The project is the last phase of a construction project aimed at ensuring elect ... [more]
Literature
- (2013): Analysis on residual strain of Zipingpu Concrete Faced Rockfill Dam after Wenchuan earthquake. In: Earthquake Engineering and Engineering Vibration, v. 12, n. 2 (June 2013), pp. 221-228.
- (2011): Applying Optimal Control Model to Dynamic Equipment Allocation Problem: Case Study of Concrete-Faced Rockfill Dam Construction Project. In: Journal of Construction Engineering and Management, v. 137, n. 7 (July 2011), pp. 536-550.
- (2005): Asynchronous seismic analysis of concrete-faced rockfill dams including dam–reservoir interaction. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 32, n. 5 (October 2005), pp. 940-947.
- (2015): Back-analysis of soil parameters of the Malutang II concrete face rockfill dam using parallel mutation particle swarm optimization. In: Computers and Geotechnics, v. 65 (April 2015), pp. 87-96.
- (1931): Barrage en enrochement de Salt Springs de 100 m de hauteur avec un masque souple en béton. In: Bulletin technique de la Suisse romande, v. 57, n. 10 (16 May 1931).
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