Citas bibligráficas
Orellana, J., Paitán, J. (2020). Determinación y diseño del tipo de cimentación profunda con pilotes en puentes sobre suelos arenosos en Tumbes mediante un modelo computarizado [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/652273
Orellana, J., Paitán, J. Determinación y diseño del tipo de cimentación profunda con pilotes en puentes sobre suelos arenosos en Tumbes mediante un modelo computarizado [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2020. http://hdl.handle.net/10757/652273
@misc{renati/390715,
title = "Determinación y diseño del tipo de cimentación profunda con pilotes en puentes sobre suelos arenosos en Tumbes mediante un modelo computarizado",
author = "Paitán Alejos, Juan Pablo",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2020"
}
In 2017, Peru suffered the phenomenon of the Coastal Child after 19 years. This disaster mainly hit the north coast of the country, causing numerous homes and facilities to end up buried by flooding. In addition, several bridges collapsed causing villages to go intocommunicado. As a result, it can be determined that not all bridges are prepared for this type of phenomenon, taking as possible causes soil studies and structural designs with little information. For these reasons, this thesis refers to the design and determination of the type of pilot for the most efficient deep foundation in bridges on sandy soils in Tumbes using a computerized model. The application will be carried out on the Canoas bridge, in which it will be sought to optimize the execution performance considering that it can withstand the actuating loads and characteristics of the ground. An alternative design will be proposed for the superstructure that together with a deep foundation with analyzed piles will be an optimal construction time project, without neglecting the resilient capacity and cost. This proposal consists of a 50m light bridge with metal beams that presents 16 m high stirrups in each support. These stirrups have a brush with 12 piles each type CPI-8 with continuous propeller auger (CFA). The superstructure design will be done in SAP2000, the stirrups will be in GEO5 and the piles will be designed by two methods (FHWA 1999 and analytical) checking their group resistance with the efficiency of the group of 12 piles.
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