Project design and construction of the Teror Viaduct in Gran Canaria (Spain)
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Bibliographic Details
| Author(s): |
José Antonio Llombart
Jordi Revoltós Juliana Fernández |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014 | ||||
| Published in: | IABSE Symposium Madrid 2014 | ||||
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| Page(s): | 1825-1829 | ||||
| Total no. of pages: | 5 | ||||
| Year: | 2014 | ||||
| DOI: | 10.2749/222137814814068300 | ||||
| Abstract: |
The new Teror access road crosses the ravine of the same name via a viaduct with 62+145+54 m spans. The deck is formed by a continuous prestressed concrete box girder supported by extradosed staying. Due to the height at which it runs over the ravine, the deck was built by the balanced cantilever method. The piers are V shaped and are rigidly joined to the deck above which they extend like pylons. |
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| Keywords: |
balanced cantilevers extradosed staying prestressed box V shaped piers
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