Amolanas bridge in Chile
- Highways Magazine No. 140 - May / June 2005
Javier Manterola Armisen
Miguel Angel Gil Gines
Engineers, Channels and Ports
Carlos Fernández Casado, SL
ABSTRACT
After a study of solutions concludes that the most appropriate solution for the bridge Amolanas in Chile for the place is a continuous, composite bridge with spans of 85 m span and a stack of maximum height of 100 m, to build by the method of thrust.
In the project special attention to seismic action was given.
KEYWORDS
Bridge, mixed Board, Push, Earthquake, creep and shrinkage, high Pilas.
