Bibliographic citations
Ibañez, D., Flores, J. (2023). Diseño de un concreto F’C=210 kg/cm2 utilizando ceniza de bagazo de caña de azúcar y PET como una alternativa para disminuir el uso indiscriminado de los depósitos naturales de agregados y materiales cementosos en Lima Metropolitana [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/671796
Ibañez, D., Flores, J. Diseño de un concreto F’C=210 kg/cm2 utilizando ceniza de bagazo de caña de azúcar y PET como una alternativa para disminuir el uso indiscriminado de los depósitos naturales de agregados y materiales cementosos en Lima Metropolitana [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2023. http://hdl.handle.net/10757/671796
@misc{sunedu/3596856,
title = "Diseño de un concreto F’C=210 kg/cm2 utilizando ceniza de bagazo de caña de azúcar y PET como una alternativa para disminuir el uso indiscriminado de los depósitos naturales de agregados y materiales cementosos en Lima Metropolitana",
author = "Flores Flores, Johans Bruno",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2023"
}
The purpose of this project is to introduce the reader to an alternative to take advantage of the properties of PET and cane bagasse ash in the construction sector. This research seeks to replace the traditional materials in the preparation of concrete, which are indiscriminately exploited in the natural deposits of Metropolitan Lima. To carry out this, the PET and the sugarcane bagasse ash were recycled and used as an addition to the concrete to replace the coarse aggregate and cement, achieving a resistance design of 210 kg / cm2 after 28 days. cured. For the analysis of the advantages of using PET and bagasse ash, 3 concrete mix designs were proposed. The first is standard or control concrete, the second with a dose of 2% PET and 15% bagasse ash and the last with 4% PET and 15% bagasse ash. Finally, the results show that concrete with 2% PET and 15% bagasse ash has a higher resistance compared to standard concrete of 210 kg / cm2. Likewise, another point to highlight is that the addition of PET as the dose increases, decreases the strength of the concrete. Finally, it is mentioned how much the indiscriminate use of natural deposits decreases if we use this new design in a construction project in Metropolitan Lima.
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