Citas bibligráficas
Paredes, S., Ramirez, J. (2020). Estudio experimental para mejorar las propiedades mecánicas de una arena limosa con el PET reciclado en Chorrillos [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/653062
Paredes, S., Ramirez, J. Estudio experimental para mejorar las propiedades mecánicas de una arena limosa con el PET reciclado en Chorrillos [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2020. http://hdl.handle.net/10757/653062
@misc{renati/391731,
title = "Estudio experimental para mejorar las propiedades mecánicas de una arena limosa con el PET reciclado en Chorrillos",
author = "Ramirez Aguilar, Jorge Luis",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2020"
}
Due to the lack of materials that has the necessary mechanical properties to be used as a structural filler in some zones where projects are carried out, the concern arises to improve the mechanical properties of sandy silt. In previous investigations they added steel fibers, natural fibers and chemical additives to improve the mechanical properties of soils. On the other hand, the environmental deterioration that our society is currently suffering due to the massive consumption of disposable products such as plastic, a product that decomposes in an average of 450 years, which is mainly composed of PET (polyethylene terephthalate). This material, when released into the environment, has been affecting aquatic animals and water. However, ventures are emerging to give them an alternative use. This thesis focuses on the problem of improving the mechanical properties of the silty sand in the vicinity of the Pantanos de Villa, with the insertion of recycled PET in percentages of 1% to 5%. To carry out the development of the hypothesis, they were made soil granulometry tests, PET, and in the mixtures of soil plus PET with percentages of1% to 5%; Atterberg limit, specific gravity the soil and PET. Also, Proctor Standard and Direct Cut tests will be carried out for all mixtures. Finally, 3.5 mm Triaxial CD tests were performed to the pure soil and to the percentage of the mixture that obtained the best mechanically performance.
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