Bibliographic citations
Atau, Y., (2017). Análisis comparativo de las propiedades mecánicas del concreto F`C = 210 KG/cm2, reemplazando el agregado fino con envases de Tetra Pak triturados. [Tesis, Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/874
Atau, Y., Análisis comparativo de las propiedades mecánicas del concreto F`C = 210 KG/cm2, reemplazando el agregado fino con envases de Tetra Pak triturados. [Tesis]. : Universidad Andina del Cusco; 2017. https://hdl.handle.net/20.500.12557/874
@misc{renati/21119,
title = "Análisis comparativo de las propiedades mecánicas del concreto F`C = 210 KG/cm2, reemplazando el agregado fino con envases de Tetra Pak triturados.",
author = "Atau Chutas, Yahir Benji",
publisher = "Universidad Andina del Cusco",
year = "2017"
}
The present thesis titled: “COMPARATIVE ANALYSIS OF THE MECHANICAL PROPERTIES OF THE CONCRETE F'C = 210 KG / CM2, REPLACING THE FINE AGGREGATE WITH TETRA PAK CONTAINED TRITURADOS“. The objective of this study was to analyze and evaluate the mechanical behavior of a sample of conventional concrete f'c = 210 kg / cm2, by replacing the fine aggregate with crushed tetra pak in percentages of 10%, 20% and 30%, and from these results Obtained will determine if there is an increase or decrease in the values of resistance to compression and flexion. It should be noted that the quantity of fine aggregate replaced by ground pak is based on the weight (kg) obtained in the design of mixtures. The materials used are the following: the coarse aggregate is from the Vicho quarry, the fine aggregate is from the quarries of Cunyac (65%) and Vicho (35%) and the tetra pak used is a recycled and crushed material that was purchased of the city of Lima, all these materials used in the elaboration of concrete were tested according to the respective Peruvian Technical Standards. According to the results obtained, in chapter IV it will be shown that replacing the fine aggregate with the crushed tetra pak the compressive and flexural strength decreases the value either at 7 or 28 days, compared to the concrete pattern , Decreases considerably, sometimes reaching zero.
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