Polyethylene terephthalate as a partial replacement for the fine aggregate in concrete mixes

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Ana Beatriz Acevedo Jaramillo
http://orcid.org/0000-0002-3869-4373
Juan Esteban Posada Franco
http://orcid.org/0000-0003-0224-3105

Abstract

This research paper, financed by the Eafit University, presents the experimental results in which resistance to compression and manageability of a concrete mix made with a partial replacement for the fine aggregate with polyethylene terephthalate (PET) was assessed. The replacement was made by volume, thus the space occupied by the extracted sand particles will be occupied by the PET. Different concrete mixes with sand replacement were made going from 0 % (reference), 5 %, 10 %, 15 % and 20 %. The results indicate that increasing the replaced sand percentage decreases the resistance to compression, nonetheless, the manageability is not affected by keeping the granulometric curvature of the aggregates. The replacement percentage of 15 % was determined as the more adequate given its appropriate manageability, a great amount of sand is replaced and an acceptable resistance to compression is obtained.


How to Cite
Acevedo Jaramillo, A. B., & Posada Franco, J. E. (2019). Polyethylene terephthalate as a partial replacement for the fine aggregate in concrete mixes. Revista Ingenierías Universidad De Medellín, 18(34), 45–56. https://doi.org/10.22395/rium.v18n34a3

Article Details

References

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Author Biographies

Ana Beatriz Acevedo Jaramillo, Universidad EAFIT

Ph.D. y M.Sc. en Ingeniería Símica (Reducción del riesgo sísmico). Profesora del Departamento de Ingeniería
Civil, Universidad Eafit, Medellín, Colombia. Correo electrónico: aaceved14@eafit.edu.co. Orcid: http://orcid.org/0000-0002-3869-4373

Juan Esteban Posada Franco, Universidad EAFIT

Ingeniero civil, Universidad Eafit, Medellín, Colombia. Correo electrónico: jposadaf@eafit.edu.co. Orcid: http://orcid.org/0000-0003-0224-3105