Bibliographic citations
Avila, J., Rodríguez, K. (2021). Influencia del porcentaje de cal y cemento tipo I para estabilización de la subrasante en avenida Víctor Raúl, centro poblado El Carmelo, Virú, 2021 [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/30569
Avila, J., Rodríguez, K. Influencia del porcentaje de cal y cemento tipo I para estabilización de la subrasante en avenida Víctor Raúl, centro poblado El Carmelo, Virú, 2021 [Tesis]. PE: Universidad Privada del Norte; 2021. https://hdl.handle.net/11537/30569
@misc{renati/1694526,
title = "Influencia del porcentaje de cal y cemento tipo I para estabilización de la subrasante en avenida Víctor Raúl, centro poblado El Carmelo, Virú, 2021",
author = "Rodríguez Solano, Katerin Arleny",
publisher = "Universidad Privada del Norte",
year = "2021"
}
The present research was carried out in Trujillo, in the laboratory of ceramics and soils of the National University of Trujillo, the influence of lime and cement type I in the stabilization of the subgrade of Victor Raul Avenue in the town of El Carmelo, province of Viru was determined. For this thesis an experimental, quasi-experimental design was used, the sampling was non-probabilistic by judgment, the data collection was carried out by means of the observation technique, the instrument used was the observation guide. For this research, 4 pits were dug and CBR tests were performed by adding 8% and 10% of lime and cement, achieving an increase in CBR from 5.75% to 54.50% with lime and 57.94% with cement, a resistance of 0.90 kg/cm2 to 2.00 kg/cm2 with lime and 2.05 kg/cm2 with cement for unconfined compression. 00 kg/cm2 with lime and 2.05 kg/cm2 with cement for unconfined compression, for Proctor the M.D.S. went from 1.54 gr/cm3 to 1.86 gr/cm3 with cement and 1.80 gr/cm3 with lime, its optimum moisture content went from 18% to 12% with cement, from 16% to 12% with lime. It is concluded that both stabilizers in these quantities of 8% and 10% achieve an excellent subgrade, but with 10% cement the highest values are obtained.
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