Bibliographic citations
Perez, E., (2021). Análisis comparativo de las resistencias a la compresión, flexión y trabajabilidad del concreto f'c=210 kg/cm2 con adición de polietileno tipo PEBD reciclado con un concreto tradicional, Lima Norte 2020 [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/27782
Perez, E., Análisis comparativo de las resistencias a la compresión, flexión y trabajabilidad del concreto f'c=210 kg/cm2 con adición de polietileno tipo PEBD reciclado con un concreto tradicional, Lima Norte 2020 [Tesis]. PE: Universidad Privada del Norte; 2021. https://hdl.handle.net/11537/27782
@misc{renati/1676743,
title = "Análisis comparativo de las resistencias a la compresión, flexión y trabajabilidad del concreto f'c=210 kg/cm2 con adición de polietileno tipo PEBD reciclado con un concreto tradicional, Lima Norte 2020",
author = "Perez Alarcon, Elizabeth",
publisher = "Universidad Privada del Norte",
year = "2021"
}
The present work "Evaluation of the mechanical properties of concrete f'c = 210 kg / cm2 with the addition of recycled polyethylene, North Lima 2020". Its objective was to determine the appropriate percentage of recycled polyethylene in the mix design, checking the objectives according to the tests for conventional concrete, with the addition of recycled polyethylene, which can contribute to environmental care while maintaining its mechanical properties. Likewise, it wants to give an added value to the concrete mix design, by adding recycled polyethylene you want to demonstrate that it gives efficiency to its resistance to compression, flexion and workability. The methodology used is quasi experimental - applicative, not quantitative, cross-sectional probabilistic, given that when there is manipulation of the variables by the researcher that interfere with the study and an investigation is applied, when we use the existing scientific knowledge in a practical situation. The results show 5% significance, the addition of 5% of recycled polyethylene has better values than the additions of 10% and 15% respectively. The conclusions indicate that according to the results, this increases a compressive property of the concrete, also for the flexural strength, this percentage increases it significantly, providing a property that the concrete has very low and finally, the consistency with which it works optimally is plastic, since its Slump is 4 ”.
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