Citas bibligráficas
Pastor, L., Reyes, D. (2022). Propiedades físicas de un concreto permeable aplicado a un pavimento rígido en Trujillo, Perú [Tesis, Universidad Privada Antenor Orrego.]. https://hdl.handle.net/20.500.12759/9216
Pastor, L., Reyes, D. Propiedades físicas de un concreto permeable aplicado a un pavimento rígido en Trujillo, Perú [Tesis]. PE: Universidad Privada Antenor Orrego.; 2022. https://hdl.handle.net/20.500.12759/9216
@misc{renati/377770,
title = "Propiedades físicas de un concreto permeable aplicado a un pavimento rígido en Trujillo, Perú",
author = "Reyes Narro, Diego Alonso",
publisher = "Universidad Privada Antenor Orrego.",
year = "2022"
}
In this research, the study of different mixtures of a permeable concrete was carried out with the purpose of being applied in a rigid pavement in the city of Trujillo, Peru. To achieve this, the respective laboratory tests were carried out on the required materials. From the material extracted (aggregates) from the ““Quebrada el León““ quarry to the laboratory tests of the permeable concrete. Once the respective tests were performed on the aggregates, the mix design of both the standard concrete (conventional concrete with a design strength f'c = 280 kg/cm2) and the pervious concrete was carried out, using the methodology of ACI 211.1 and ACI 522R-10, respectively. Once the mix design was carried out, the standard concrete and the different pervious concrete mixes were subjected to the different tests, knowing that a rigid pavement works in flexure, they were subjected to flexural strength tests (with load to the thirds). To conclude this research, the results obtained are presented and discussed in order to indicate if this type of concrete is suitable and convenient to be applied in a rigid pavement. After this research, we conclude that, when analyzing the results, it can be seen that the percentage of voids influences the compressive strength, flexural strength and permeability of a permeable concrete. The higher the percentage of voids in this concrete, the lower its compressive and flexural strength and the higher its permeability index. Having as reference previous research in the background, we learned that permeable concrete has a low compressive and flexural strength, so we decided to use the plasticizing SIKACEM admixture in order to achieve the desired strength. Once the tests were carried out, we observed that the mixture of pervious concrete 2, reached and surpassed the minimum resistance established in the norm (ce.010 Urban Pavements).
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