Citas bibligráficas
Chavez, F., Paico, J. (2023). Propuesta de diseño de concreto F´C = 175 KG/CM2 con el uso de residuos de concreto para la reducción del volumen de escombros en Lima Metropolitana [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/669302
Chavez, F., Paico, J. Propuesta de diseño de concreto F´C = 175 KG/CM2 con el uso de residuos de concreto para la reducción del volumen de escombros en Lima Metropolitana [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2023. http://hdl.handle.net/10757/669302
@misc{renati/407860,
title = "Propuesta de diseño de concreto F´C = 175 KG/CM2 con el uso de residuos de concreto para la reducción del volumen de escombros en Lima Metropolitana",
author = "Paico Juarez, Jorge Luis",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2023"
}
The construction industry has developed exponentially in recent years, thus reaching millions of tons of construction and demolition waste, which, in many cases, this waste is not deposited in authorized or legal places, that is, it is disposed of in clandestine dumps, generating a large part of the environmental pollution that occurs worldwide, as already mentioned, the construction sector has maintained a progressive development, thus increasing the use of its main input for its proper development, concrete. The contributions incorporated in this article are of great benefit since its purpose is to reuse construction waste, especially concrete, for which a concrete will be made by adding percentages of coarse aggregate obtained from the crushing of already used concrete blocks. Likewise, the objectives are to prepare a concrete with the greatest use of construction and demolition waste to reduce the environmental impact; as well as to know the behavior of its physical and mechanical properties of the concrete, it should be noted that the tests that will be carried out (compression, bending, slump, percentage of water absorption among others) and the data that will be obtained will be for a mix design with resistance 175 Kg/cm2. For the mix design, the ACI method has been applied, which will provide us with the proportions of inputs (Sand, Stone, Cement, Water) for the different proportions of aggregates that will be incorporated into the pattern design.
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