Bibliographic citations
Quispe, Y., Meza, Q. (2024). Estabilización de la subrasante de suelo arcilloso con el método Iónico- BioCEC [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/674781
Quispe, Y., Meza, Q. Estabilización de la subrasante de suelo arcilloso con el método Iónico- BioCEC [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2024. http://hdl.handle.net/10757/674781
@misc{renati/1298487,
title = "Estabilización de la subrasante de suelo arcilloso con el método Iónico- BioCEC",
author = "Meza Arevalo, Quenitzon",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2024"
}
The goal of this degree project is to examine how to improve low plasticity clay soil (CL) and show how to do so using a liquid chemical called BioCEC to stabilize ions and improve the mechanical properties of the soil for road fines. Three doses of BioCEC chemical reagent (4%, 6%, and 7%) were added to the natural soil (CL) to carry out this experiment, and the enhanced bearing capacity of CL showed remarkable improvement. and decreased plasticity of the material as a result of increased soil-BioCEC particle interaction, which significantly reduces the amount of water entering the material. All of these findings were derived from the Limits of Plasticity, Modified Proctor, and Modified Proctor tests. CBR, adhering to the INVIAS 2013 guidelines. Ionic stabilization based on BioCEC decreases plasticity and significantly increases the support capacity of the soil by 56%. It is also the most cost-effective approach in terms of material and execution expenses.
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