Citas bibligráficas
Carhuapoma, C., Tito, J. (2021). Propuesta de mejora del comportamiento mecánico de Pavimentos Flexibles mediante la aplicación de polvo de fibra de vidrio reciclado sobre subrasante arcillosa de baja plasticidad aplicada al tramo I de la carretera Rodríguez de Mendoza, Amazonas - Perú [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/656814
Carhuapoma, C., Tito, J. Propuesta de mejora del comportamiento mecánico de Pavimentos Flexibles mediante la aplicación de polvo de fibra de vidrio reciclado sobre subrasante arcillosa de baja plasticidad aplicada al tramo I de la carretera Rodríguez de Mendoza, Amazonas - Perú [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2021. http://hdl.handle.net/10757/656814
@misc{renati/396314,
title = "Propuesta de mejora del comportamiento mecánico de Pavimentos Flexibles mediante la aplicación de polvo de fibra de vidrio reciclado sobre subrasante arcillosa de baja plasticidad aplicada al tramo I de la carretera Rodríguez de Mendoza, Amazonas - Perú",
author = "Tito Sánchez, Jaime Belisario",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2021"
}
Currently, the functionality of flexible pavements is affected by the deficiency of detailed information in the Pavement Design parameters. Internal failures trigger displacement and deformation problems, which directly affect the functionality of the pavement structure. In Peru, the development of the use of construction materials has led to an increase in the amounts of glass waste and a negative environmental impact. However, these residues have a potential to be used, being incorporated as soil stabilizing agents in subgrade of pavements, due to the useful mechanical properties they possess. This allows reducing the environmental impact and contributing to the implementation of eco-sustainable pavements. In this context, the present research is aimed at developing soil stabilization, a pavement design under the AASHTO methodology and a subsequent analysis of the mechanical behavior of the pavement design carried out. On the one hand, clay subgrade soil stabilization is carried out by applying glass waste powder. On the other hand, the Empirical AASHTO 1993 methodology is used, in order to design the structural package and obtain layer thickness values in scenarios of stabilized soil with the proposed material and another in which the soil is stabilized with other type of material. Subsequently, a comparative analysis of thicknesses and the direct influence of the CBR value in non-stabilized and stabilized samples will be carried out in the pavement design carried out to determine the structural number. Finally, a mechanical behavior modeling is carried out, applying the use of the Windepav computer software to obtain deformation and deflection values in each layer of the pavement for unstabilized and stabilized soils
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