| Author(s): |
M. Juliá Vilardell
L. Carrillo Gijón |
|---|---|
| Medium: | journal article |
| Language(s): | Spanish |
| Published in: | Hormigón y acero, 1994, n. 194, v. 45 |
| Page(s): | 75-79 |
| Abstract: |
The new Teruel viaductThe New Teruel Viaducto is described, constructed by the balanced cantilever method, with in situ concrete segments. The three spans have lengths of 51 m + 117 m + 63 m, with two piers 17,90 and 27,60 m in heigth. The deck depth varies between 2,50 m and 6,00. The point of interest of this structure lies in the 20 m wide deck formed by a single 10 m wide box girder with 5 m cantilevers on each side. Transversal prestressing was used for the transverse bending. |
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