Citas bibligráficas
Aldana, J., Bustamante, R. (2023). Propuesta de diseño de unidad de adobe mejorado con Pet y Cemento, lima. [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/671150
Aldana, J., Bustamante, R. Propuesta de diseño de unidad de adobe mejorado con Pet y Cemento, lima. [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2023. http://hdl.handle.net/10757/671150
@misc{sunedu/4393165,
title = "Propuesta de diseño de unidad de adobe mejorado con Pet y Cemento, lima.",
author = "Bustamante Bazan, Rolando",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2023"
}
This research work had the objective of proposing the development of clay and cement adobe units with the addition of PET. The method used was experimental-descriptive since 4 designs were made with variation in the percentages of the pet, to then be tested and make comparisons with the results obtained for each of the designs according to behavior and changes that occur. As a result, 4 designs were analyzed: the first PATTERN sample of clay and 5% cement, the second clay sample, 5% cement and 1% PET, the third clay sample, 5% cement and 2% of PET and the last sample of clay and 5% cement and 3% PET. After obtaining the units, 10 units for each design were taken to the laboratory to perform the corresponding dimensional variation and compression resistance tests. Each unit was subjected to the aforementioned tests that are also indicated in the regulations. The results obtained in each test were: Compressive strength of our standard sample with 0% pet was obtained 21.18 kg/cm2, while that of 1% pet obtained 19.44 kg/cm2, that of 2% pet had the result of 22.05 kg/cm2 and finally that of 3 % your result was 21.22 kg/cm2. With which we can conclude that all the samples have good resistance considering that the standard indicates that the compression resistance for adobe units must have a minimum of 10.2 kg/cm2. In turn, we can conclude that the sample containing 2% PET is the one that presents the best resistance behavior.
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