Bibliographic citations
Diaz, W., (2022). Efectos de la incorporación de Pet reciclado en mezclas asfálticas en caliente para cargas de bajo tránsito en la ciudad de Iquitos – Perú, 2021 [Tesis, Universidad Científica del Perú]. http://hdl.handle.net/20.500.14503/1848
Diaz, W., Efectos de la incorporación de Pet reciclado en mezclas asfálticas en caliente para cargas de bajo tránsito en la ciudad de Iquitos – Perú, 2021 [Tesis]. PE: Universidad Científica del Perú; 2022. http://hdl.handle.net/20.500.14503/1848
@misc{renati/193944,
title = "Efectos de la incorporación de Pet reciclado en mezclas asfálticas en caliente para cargas de bajo tránsito en la ciudad de Iquitos – Perú, 2021",
author = "Diaz Bardalez, Williams Alexander",
publisher = "Universidad Científica del Perú",
year = "2022"
}
The general objective of this quasi-experimental research work is to determine the percentage improvement of the physical and structural characteristics of the modified asphalt mix with PET plastic in comparison to the traditional one. This research does not have a place of study, but it could be said that it will be carried out in Iquitos city - Loreto - Peru. The incorporation of this recycled material called PET (Polyethylene Terephthalate) will be used as an aggregate of fine granulometry, where it aims to save coarse aggregate (gravel) as this material has a high cost here in Iquitos city, apart from this, the objective is to determine the percentage of improvement of the physical and structural characteristics of the modified asphalt mix. The procedure to carry out the experiment began by testing materials, which gave good results, after that, we proceeded to find the optimum percentage of PEN 60/70 to be used. The result we got it was that, according to the percentage of aggregates to be used based on 1200 grams (the weight of a Briquette) and 75 blows, the percentage of PEN to be used with respect to the weight is 5.9%. Once this data was found, tests were carried out with PET, in a progressive percentage progression of 4% - 5% - 6% - 7% of PET with respect to the weight of the briquette (1200 gr). After the Marshall test, the results were satisfactory since the minimum stability obtained was 9.0202 kN which is equal to (919.8 kgf), and the maximum stability according to our percentages was 11.526 kN which is equal to (1175.3 kgf). Having found these results, we can see that, if it complies with certain part of the rules for flexible pavements, which would be within the proposed objective.
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