Bibliographic citations
Cuicapuza, J., Rojas, J. (2024). Propuesta de diseño de concreto permeable con agregados reciclados y adición de PET para su aplicación en un innovador sistema de drenaje de las ciclovías que presentan inundaciones en temporadas altas de lluvias en el Distrito de Piura - Provincia de Piura [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/676266
Cuicapuza, J., Rojas, J. Propuesta de diseño de concreto permeable con agregados reciclados y adición de PET para su aplicación en un innovador sistema de drenaje de las ciclovías que presentan inundaciones en temporadas altas de lluvias en el Distrito de Piura - Provincia de Piura [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2024. http://hdl.handle.net/10757/676266
@misc{renati/932379,
title = "Propuesta de diseño de concreto permeable con agregados reciclados y adición de PET para su aplicación en un innovador sistema de drenaje de las ciclovías que presentan inundaciones en temporadas altas de lluvias en el Distrito de Piura - Provincia de Piura",
author = "Rojas Buitron, Jhon Anthony",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2024"
}
The scarcity of natural resources required in the construction industry is a worrying point for the well-being of the planet. Due to this, it is important to create awareness among people so that they can recycle and reuse construction and demolition waste, adding value to it in order to obtain a new material, which will be studied to identify its different properties. The present research work proposes the creation of a drainage system for bicycle lanes, in which permeable concrete based on recycled aggregates is used. For the analysis of the properties, 4 recycled permeable concrete designs were made (DP, D1, D2, D3). These concretes were designed with different percentages of recycled aggregates and PET. With respect to compressive strength, results were obtained in a range from 38 kg/cm2 to 163 kg/cm2, where the mix design No. 1 with 10% ACR + 2% PET turned out to be the most viable. Likewise, the range of values of the permeability coefficient obtained at 14 days was between 5.5 cm/s and 8.5 cm/s, complying with the provisions of the ACI 522R-10 standard. In this investigation, the results of the tests were only obtained at 7 and 14 days of curing, which means that it is likely that the samples made under this design reach the minimum resistance at 28 days due to the behavior they have been showing and can be observed. use this concrete in pavements with light traffic.
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