Bibliographic citations
Correa, L., Polo, H. (2019). Influencia de reemplazo de ceniza de caña de azúcar sobre las propiedades físicas y mecánicas de adoquines tipo II para pavimentos de tránsito liviano, Trujillo 2019 [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/23400
Correa, L., Polo, H. Influencia de reemplazo de ceniza de caña de azúcar sobre las propiedades físicas y mecánicas de adoquines tipo II para pavimentos de tránsito liviano, Trujillo 2019 [Tesis]. PE: Universidad Privada del Norte; 2019. https://hdl.handle.net/11537/23400
@misc{renati/401192,
title = "Influencia de reemplazo de ceniza de caña de azúcar sobre las propiedades físicas y mecánicas de adoquines tipo II para pavimentos de tránsito liviano, Trujillo 2019",
author = "Polo Sabogal, Harold Rafael",
publisher = "Universidad Privada del Norte",
year = "2019"
}
This research project was developed in the city of Trujillo in the laboratory of the Universidad Privada del Norte, the influence of the percentage of sugarcane ash on the physical and mechanical properties of type II pavers for light traffic was determined. In the mix design, tests were carried out according to the Peruvian technical standards (NTP) for the characterization of the aggregates, as well as for the compressive strength the NTP was used. The present investigation is of an experimental type, because through the manipulation of the independent variable, percentage of sugarcane ash, the influence it generates on the dependent variable will be determined: the addition of sugarcane ash will improve the properties physical and mechanical pavers, as the research design is pure experimental, since it is possible to control and limit ash variations. It was concluded that the compressive strength is positively influenced at ages 7, 14 and 28 days with respect to the pattern, it was also found that adding sugarcane ash up to 12% increases the compressive strength and starting at 15% it already begins to decrease below the standard, in the same way it happens in the absorption test at a lower amount of ash the greater the amount of water it absorbs and the greater the amount of ash the lower the amount of water it absorbs.
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