Bibliographic citations
Carranza, J., Guzmán, V. (2019). Influencia del polímero eva reciclado en el porcentaje del CBR en la subrasante para la carretera en el centro poblado pampas de san Juan - Laredo - Perú. [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/4796
Carranza, J., Guzmán, V. Influencia del polímero eva reciclado en el porcentaje del CBR en la subrasante para la carretera en el centro poblado pampas de san Juan - Laredo - Perú. [Tesis]. : Universidad Privada Antenor Orrego - UPAO; 2019. https://hdl.handle.net/20.500.12759/4796
@misc{renati/371258,
title = "Influencia del polímero eva reciclado en el porcentaje del CBR en la subrasante para la carretera en el centro poblado pampas de san Juan - Laredo - Perú.",
author = "Guzmán Sánchez, Víctor Alexander",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2019"
}
The present investigation evaluates the impact generated by the use of recycled EVA polymer in a sandy soil. This polymer was obtained from a process of recycling summer shoes or sandals, to be pulverized in a finishing machine and finally sieved in the laboratory to obtain a powder as a stabilizing material. With the application of the polymer it is evaluated to incorporate as a possible soil stabilizer that generates an increase in the resistance of fine sandy soils. Laboratory tests were carried out such as granulometry, moisture content, Modified Proctor, CBR using a percentage of recycled polymer equivalent to 3% of the weight of the soil. The tests were carried out in the soil laboratory and the Peruvian Technical Standards were used for each test carried out. These tests were carried out on a stratum of sandy soil obtained through the extraction of a pits located in the access road to the Pampas de San Juan Town Center, Laredo District, Trujillo Province. In evaluation of results it is appreciated that the use of recycled EVA polymer achieves an increase in the support capacity of sandy soil equivalent to 5%, improving its properties and resistance of the stratum in question. Although a 3% polymer was used for this work, it is recommended to carry out laboratory tests prior to its use as a stabilization alternative, to determine the optimum percentage of the polymer to be used to achieve a greater resistance in the soil. With this stabilization we propose to reuse and recycle a type of footwear to generate an increase in the percentage of CBR in the soil, encouraging the use of an ecological and economic alternative to use; as well as a guide to future stabilization research.
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