Citas bibligráficas
Paredes, A., (2019). Análisis de la resistencia a la compresión del concreto F’c=210 kg/cm2 con adición de vidrio reciclado molido [Tesis, Universidad Nacional de San Martín. Fondo Editorial]. http://hdl.handle.net/11458/3339
Paredes, A., Análisis de la resistencia a la compresión del concreto F’c=210 kg/cm2 con adición de vidrio reciclado molido [Tesis]. PE: Universidad Nacional de San Martín. Fondo Editorial; 2019. http://hdl.handle.net/11458/3339
@misc{renati/1057659,
title = "Análisis de la resistencia a la compresión del concreto F’c=210 kg/cm2 con adición de vidrio reciclado molido",
author = "Paredes Bendezu, Alexis",
publisher = "Universidad Nacional de San Martín. Fondo Editorial",
year = "2019"
}
The following investigation had as main objective to analyze the compressive strength of F'c = 210 Kg / cm2 concrete with the addition of ground recycled glass, by partial replacement in weight of the fine aggregate in percentages of 15%, 20% and 25%, with the purpose of establishing a comparison between a conventional concrete and another with ground recycled glass and. The research began with the analysis of the physical and chemical properties of aggregates and the preparation of conventional concrete specimens, and with the participation in the order of 5%, 10%, 15%, 20%, 25% and 30% of replacement in weight of the fine aggregate, to obtain three percentages of the most suitable addition, according to the amount of glass and the similarity of the compressive strength with conventional concrete. Next, it proceeded to break the concrete specimens mentioned, obtaining 15%, 20% and 25% as the most suitable percentages of glass addition. Subsequently, the test specimens of conventional and modified concrete are made with 15%, 20% and 25% of ground recycled glass, and the compressive strength tests are carried out at 7, 14 and 28 days of curing. At the end of the compression strength tests, it was concluded that using 15% of the addition of ground recycled glass as weight replacement of the fine aggregate, greater compressive strength was obtained compared to the conventional concrete and the other percentages of addition studied.
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