Bibliographic citations
Estela, C., Salas, J. (2022). Propuesta de diseño de un sistema de subdrenaje con geodrenes planar y circular para reducir el paso de humedad en la estructura del pavimento de la Av. Prolongación Defensores del Morro en el tramo de los Pantanos de Villa [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/668015
Estela, C., Salas, J. Propuesta de diseño de un sistema de subdrenaje con geodrenes planar y circular para reducir el paso de humedad en la estructura del pavimento de la Av. Prolongación Defensores del Morro en el tramo de los Pantanos de Villa [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2022. http://hdl.handle.net/10757/668015
@misc{renati/405322,
title = "Propuesta de diseño de un sistema de subdrenaje con geodrenes planar y circular para reducir el paso de humedad en la estructura del pavimento de la Av. Prolongación Defensores del Morro en el tramo de los Pantanos de Villa",
author = "Salas Llatas, Jhordin Mijael",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2022"
}
The structure of pavements resting on swampy soils with a high water table, in general, are always affected by the presence of moisture in the structural package, which causes premature deterioration of the road due to the loss of bearing capacity. The case study takes place on Prolongación Defensores del Morro Avenue in the Los Pantanos de Villa section, due to the fact that the pavement of this road deteriorates due to the variation in the water table and the lack of an adequate sub-drainage system. In this sense, it is proposed to develop a proposal that improves the durability of the pavement structure on swampy terrain through a sub-drainage system with planar and circular geodrains that reduce the passage of moisture. Then, following the methodology of the Design Design manual with geosynthetics of the Geosistemas Pavco Mexichem Company (2009), the design flow was estimated and it was verified that the proposed geodrains meet the technical specifications. To validate the proposal, a simulation was carried out with the ANSYS Software of a section of conventional pavement and another with geodrains in order to observe the differences and measure the passage of moisture in the internal layers. Regarding the feasibility of the proposal, it is viable because it meets the standards of an adequate subdrainage system. Finally, it is concluded that combining both types of planar and circular geodrains reduces the passage of moisture by 50% in the flexible pavement structure.
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