Bibliographic citations
Reyna, J., (2024). Influencia de la ceniza de cáscara de naranja para mejorar el CBR, contenido de humedad y grado de compactación del afirmado para subrasante en la estabilización de suelos. Lima Norte 2022 [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/37666
Reyna, J., Influencia de la ceniza de cáscara de naranja para mejorar el CBR, contenido de humedad y grado de compactación del afirmado para subrasante en la estabilización de suelos. Lima Norte 2022 [Tesis]. PE: Universidad Privada del Norte; 2024. https://hdl.handle.net/11537/37666
@misc{renati/669330,
title = "Influencia de la ceniza de cáscara de naranja para mejorar el CBR, contenido de humedad y grado de compactación del afirmado para subrasante en la estabilización de suelos. Lima Norte 2022",
author = "Reyna Aguilar, Judith Carmen",
publisher = "Universidad Privada del Norte",
year = "2024"
}
It should be noted that when determining the influence of orange peel ash at 2%, 2.5% and 3% to improve the CBR of the affirmed for subgrade in soil stabilization, Lima Norte 2020, we conclude with a significance level of 5%. that, if the influence of orange peel ash at 2%, 2.5% and 3% could be effectively determined to significantly improve the CBR of the affirmed for subgrade in soil stabilization, Lima Norte 2022, being the design at 3 % of CCN the most optimal. In the same way, when evaluating the influence of orange peel ash at 2%, 2.5% and 3% on the economic viability of the affirmed for subgrade in soil stabilization, Lima Norte 2022, we conclude that it is concluded that the soil at subgrade level with the addition of 3% orange peel ash has higher traits than the rest (better density and better CBR percentage), consequently, this pattern is more certified than the other samples, which compensates for the increase in your rate. Lastly, it is recommendable to promote the large-scale recycling industry in Peru, given that, as can be seen in several studies, recycled materials are giving rise to improvements not only in soils, but also in concrete and mortar, and in mechanical level.
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