Bibliographic citations
Mori, H., (2019). La resistencia a la compresión e impermeabilidad de concretos con agregados reciclados en comparación de concretos tradicionales [Tesis, Universidad Nacional de San Martín. Fondo Editorial]. http://hdl.handle.net/11458/3392
Mori, H., La resistencia a la compresión e impermeabilidad de concretos con agregados reciclados en comparación de concretos tradicionales [Tesis]. PE: Universidad Nacional de San Martín. Fondo Editorial; 2019. http://hdl.handle.net/11458/3392
@misc{renati/1056605,
title = "La resistencia a la compresión e impermeabilidad de concretos con agregados reciclados en comparación de concretos tradicionales",
author = "Mori Apagüeño, Hugo",
publisher = "Universidad Nacional de San Martín. Fondo Editorial",
year = "2019"
}
The planet is in continuous growth in different aspects, such as industry, infrastructure, commerce and financially, these actions bring benefits to society at the same time consequences, in the absence of preventive measures by the authorities, as well as leaving remnants, waste and debris that end up deposited in streams, streets, and vacant lots. If we focus on the construction sector we find that construction, demolition and other waste are not used in our country. In order to reuse these resources, a scientific study was carried out on these recycled elements, which were called in this study recycled aggregates. From this we wanted to compare the resistance to compression and impermeability in concrete, with respect to concrete of natural aggregates. To develop this research, four stages were approached, the first was natural fine aggregate from the Cumbaza River and crushed stone from the Huallaga river was used, as well as recycling fine and coarse aggregates from the San Martin concrete factory, from construction in process and from demolitions paths. Second, tests were carried out in the soil and pavement laboratory at the civil engineering professional school at the National University of San Martin - Morales, in which NTP 339, 003,084,339,127,400 was used. In the third place, the design and curing of the CAN and CAR concrete mixtures was carried out and executed, in which the COMMITTEE 211, ACI Method was used. Fourth, the compression tests and the permeability tests were performed. test tubes, subsequently discussed and concluded the results. The research was carried out with the objective of comparing the resistance to compression and impermeability of concretes made from natural aggregates (CAN), with concretes made from 100% recycled aggregates (CAR) in order to determine their use. Once the tests and tests were carried out, it was concluded that the concrete made from recycled aggregates reduces its resistance by 34.16% compared to traditional concrete (CAN). In addition to comparing the permeability, having as a result for the CAN concrete a permeability of 3.63E - 08 m/s and of the CAR concrete a permeability of 5.95 E - 08 m/s.
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