Bibliographic citations
Gamero, C., (2019). Capacidad portante (CBR) de un suelo areno arcilloso con la incorporación de asfalto líquido RC- 250 al 2%, 4% y 6% [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/23086
Gamero, C., Capacidad portante (CBR) de un suelo areno arcilloso con la incorporación de asfalto líquido RC- 250 al 2%, 4% y 6% [Tesis]. PE: Universidad Privada del Norte; 2019. https://hdl.handle.net/11537/23086
@misc{renati/425208,
title = "Capacidad portante (CBR) de un suelo areno arcilloso con la incorporación de asfalto líquido RC- 250 al 2%, 4% y 6%",
author = "Gamero Valencia, Cristhian Aaron",
publisher = "Universidad Privada del Norte",
year = "2019"
}
he objective of this investigation is where the bearing capacity (CBR) of a clay sandy soil was determined with the incorporation of liquid asphalt RC -250 at 2% 4% and 6%. For the development of the present investigation, the soil samples obtained in Jr. Nicolás Arriola of the city of Cajamarca were first obtained, the samples were subsequently analyzed in the laboratory of the Private University of North Cajamarca. To determine the classification of the soil, the following tests were carried out: moisture content, specific weight, granulometric test and Atterberg limits where it was classified with an SC and A-2-6 symbology according to SUCS and AASHTO which is described as low plasticity soil half with gravel, sandy clays. The RC-250 asphalt was then incorporated in different percentages by performing the following modified Proctor compaction test and California Bearing Ratio (CBR), the data obtained in the aforementioned tests were analyzed to determine the mechanical properties of the soil sample, obtained the following results: with the standard sample and the incorporation of 2%, 4% and 6% RC-250 asphalt, a CBR index at 01 “of 5.8%, 9.01%, 11.00% and 12.2% was obtained and for a 0.2 ”CBR index was 5.40%, 9.2%, 11.5% and 12.4% respectively. With the addition of the asphalt of RC -250 in percentages of 2%, 4% and 6%, the soil extracted progressively increased the CBR index up to 200% compared to the standard sample.
This item is licensed under a Creative Commons License