Citas bibligráficas
Cueva, J., Alvarez, L. (2023). Propuesta para la estabilización de la subrasante en suelos arcillosos con el uso de plástico molido reciclado para carreteras en la zona de Lurín - Lima [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/670990
Cueva, J., Alvarez, L. Propuesta para la estabilización de la subrasante en suelos arcillosos con el uso de plástico molido reciclado para carreteras en la zona de Lurín - Lima [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2023. http://hdl.handle.net/10757/670990
@misc{renati/411552,
title = "Propuesta para la estabilización de la subrasante en suelos arcillosos con el uso de plástico molido reciclado para carreteras en la zona de Lurín - Lima",
author = "Alvarez Vizarreta, Luis Alberto",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2023"
}
The following research work was written in the department of Lima exactly the district of Monterrico, with a portion of clay soil of a land route during the months of August, December of the year 2022, in order to use ground polypropylene as a stabilizing input of clay soils for future road infrastructure projects. This research consists of analyzing the inclusion of ground plastic in the reinforcement of unstable terrains that is present in several roads mostly in the north and south of Peru and part of the central highlands, so crushed polypropylene (plastic) was added, in this analysis, 4% was used with respect to dry soil, The plastic was obtained through recycling by the researchers. In the development of the research it was possible to carry out laboratory tests to classify the soil, also consistency limit tests, modified Proctor and the addition of a percentage of crushed plastic process for the CBR of natural soil and with the stabilizing agent (crushed plastic) that can meet the standards required by the MTC (Ministry of Transport and Communications). The test carried out in the laboratory was with a 4% input with respect to dry soil, which could verify an improvement of 2% when comparing the CBR in its natural state and the CBR with the addition of shredded plastic. Our results show a minimal increase in CBR that guarantees that this clay soil can be stabilized, which could allow us to obtain roads with longer life time throughout the road network throughout Peru, this input such as plastic does not have a very high price in the market, either acquire it through commercially as well as recycled, It also reduces the costs generated by its maintenance.
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