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

Authors

DOI:

https://doi.org/10.22395/rium.v18n34a3

Keywords:

polyethylene terephthalate, resistance to compression, fine aggregate, manageability, concrete, replacement

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.

Downloads

Download data is not yet available.

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

References

[1] Departamento Administrativo Nacional de Estadística (DANE), Estadísticas de Concreto Premezclado, 2018.

[2] J. McCormac y R. Brown. Diseño de concreto reforzado, 8.a ed., Ciudad de México: Alfaomega, 2011, 724 p.

[3] C. Meyer, “The greening of the concrete industry,†Cement and Concrete Composites, vol. 31, pp. 601-605, 2009.

[4] W. D. Callister. Introducción a la ciencia e ingeniería de los materiales, 2.a ed., Ciudad de México: Limusa Wiley, 2009, 834 p.

[5] A. Strong. Plastics: materials and processing, 3.a ed., Nueva Jersey: Pearson Prentice Hall, 2006, 829 p.

[6] M. Frigione, “Recycling of PET bottles as fine aggregate in concrete,†Waste Management, vol. 30, n.° 6, pp. 1101-1106, 2002.

[7] Z.Z Ismail y E.A Al-Hashmi, “Use of waste plastic in concrete mixture as aggregate replacementâ€, Waste Management, vol. 28, n.°11, pp. 2041-2047, 2008.

[8] L.R Bandodkar, et al., “Pulverised PET bottles as partial replacement for sand,†International Journal of Earth Sciences and Engineering, vol. 4, n.° 6, pp. 1009-1012, 2011.

[9] Y.W Choi et al., “Effects of waste PET bottles aggregates on the properties of concrete,†Cement and Concrete Research, vol. 35, n.° 4, pp. 776-781, 2005.

[10] S. Mindess y J.F Young, Concrete, Nueva Jersey: Prentice-Hall, 1981, 671 p.

[11] Asociación Colombiana de Ingeniería Sísmica (AIS), Reglamento Colombiano de Construcción Sismo Resistente NSR-10, AIS, 2010.

Published

2019-06-28

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