Citas bibligráficas
Chavez, J., Medianero, K. (2023). Análisis de las propiedades físico – mecánicas del concreto permeable con adición de gel de aloe vera y escoria de acero en reemplazo parcial del cemento para pavimentos rígidos, Lima 2023 [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/36974
Chavez, J., Medianero, K. Análisis de las propiedades físico – mecánicas del concreto permeable con adición de gel de aloe vera y escoria de acero en reemplazo parcial del cemento para pavimentos rígidos, Lima 2023 [Tesis]. PE: Universidad Privada del Norte; 2023. https://hdl.handle.net/11537/36974
@misc{renati/520098,
title = "Análisis de las propiedades físico – mecánicas del concreto permeable con adición de gel de aloe vera y escoria de acero en reemplazo parcial del cemento para pavimentos rígidos, Lima 2023",
author = "Medianero Bazan, Keller Cesar",
publisher = "Universidad Privada del Norte",
year = "2023"
}
The research carried out has as its object of study the determination of the physical-mechanical properties of permeable concrete by adding aloe vera gel and steel slag in partial replacement of cement for rigid pavements Lima 2023, the research is experimental, quasi-design. -experimental and quantitative approach for this, designs of permeable concrete were developed with the addition of 3, 5 and 7% of aloe vera gel and 4 and 8% of steel slag and then obtained their physical-mechanical properties, below. they mention the results; In terms of physical properties, the design with the best characteristics was the one with 5% G.A.V. + 8% E.A., where a settlement of 1/2” and a water-cement ratio of 0.56 were obtained. In the compressive stress, it was found that the most effective design was that of 5% G.A.V. + 8% E.A., after 28 days 232.4 kg/cm2 was achieved, compared to the standard concrete it had an improvement of 8%. In the bending effort, it was found that the most effective design was the 5% G.A.V. + 8% E.A., after 28 days 32.4 kg/cm2 was achieved, compared to the standard concrete it had an improvement of 8%. In the permeability test, it was found that the most effective design was the 7% G.A.V. + 4% E.A., at 28 days a permeability coefficient of 9.53 mm/s was achieved, compared to the standard concrete at 28 days there was an improvement of 22%. It was also concluded statistically and with a significance level of 5% that by adding 5% G.A.V. + 8% E.A., the compression and flexion stress is significantly increased, and in the case of permeability the design with 7% G.A.V. + 4% E.A., the permeability coefficient increases significantly, while in the other designs the increase in the means is not significant, they are similar or lower than the standard design.
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