Citas bibligráficas
Hernandez, D., Figueroa, D. (2024). Diseño de mezcla sostenible para concreto permeable de f'c 175 kg/cm2 aplicado en veredas, con RSC como agregado grueso para reducir su impacto negativo en el medio ambiente en el distrito de Chilca, provincia de Cañete, departamento de Lima [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/674344
Hernandez, D., Figueroa, D. Diseño de mezcla sostenible para concreto permeable de f'c 175 kg/cm2 aplicado en veredas, con RSC como agregado grueso para reducir su impacto negativo en el medio ambiente en el distrito de Chilca, provincia de Cañete, departamento de Lima [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2024. http://hdl.handle.net/10757/674344
@misc{renati/418839,
title = "Diseño de mezcla sostenible para concreto permeable de f'c 175 kg/cm2 aplicado en veredas, con RSC como agregado grueso para reducir su impacto negativo en el medio ambiente en el distrito de Chilca, provincia de Cañete, departamento de Lima",
author = "Figueroa Garcia, Danna Astrid",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2024"
}
In 2007, Lima produced 2,098,562 metric tons of Solid Construction Waste (SCR), representing 37% of the total, with concrete and bricks being the most common materials in landfills. Relatedly, the construction industry is responsible for 23% of air pollution, 40% of water pollution and 50% of climate change. As a consequence of this last factor, in recent years, Peru has faced the "El Niño" Phenomenon on four occasions, causing intense rains and damage to infrastructure and public health. This work develops a sustainable construction proposal in the event of an adverse event of climate change and to mitigate the negative impact of RSC on the environment, developing a permeable concrete mix design for sidewalks with a compression resistance of 175 Kg/cm2, using RSC recycled concrete and natural coarse aggregate as coarse aggregate. 4 mix designs were carried out using the ACI Method 211.3 with different percentage dosages of coarse aggregate: 100% natural aggregate, 75% natural aggregate – 25% RSC aggregate, 50% natural aggregate – 50% RSC aggregate and 100% RSC aggregate. CSR. For the development of the tests, RSC was obtained from demolitions and natural coarse aggregate from the quarry. Likewise, the corresponding tests of the concrete in the fresh and hardened state were carried out at 7, 14 and 28 days; and a comparative analysis of unit costs was carried out between permeable concrete with natural coarse aggregate and RSC coarse aggregate.
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