Bibliographic citations
Contoguris, K., Pasmiño, M. (2022). Estabilización de suelos finos mediante el uso del polímero polycom en subrasantes para caminos de baja transitabilidad en la ciudad de Iquitos, 2020 [Tesis, Universidad Científica del Perú]. http://hdl.handle.net/20.500.14503/1782
Contoguris, K., Pasmiño, M. Estabilización de suelos finos mediante el uso del polímero polycom en subrasantes para caminos de baja transitabilidad en la ciudad de Iquitos, 2020 [Tesis]. PE: Universidad Científica del Perú; 2022. http://hdl.handle.net/20.500.14503/1782
@misc{renati/193834,
title = "Estabilización de suelos finos mediante el uso del polímero polycom en subrasantes para caminos de baja transitabilidad en la ciudad de Iquitos, 2020",
author = "Pasmiño Shahuano, Marco Antonio",
publisher = "Universidad Científica del Perú",
year = "2022"
}
The present research “Stabilization of fine soils through the use of Polycom polymer in subgrades for roads of low trafficability in Iquitos city, 2020“. It was carried out in the human settlement “Tierra Prometida” Jerusalen Street in Belen district at the beginning of the year 2020. The research study, as part of the development roads in different areas of our region, it is considered as a fundamental departure, it aims to explain the stabilization of fine soils through the use of Polycom polymer in subgrades, which focuses on an experimental method, for this, soil studies were conducted in the area (soil pits), thus taking soil samples from the various soil pits, and then take the samples to the laboratory for their respective study, both for samples of natural soils and samples stabilized with Polycom polymer. After adding the polymer to the soil, the results obtained by mixing the soil with 3 dosages of Polycom polymer 0.10, 0.20, 0.30 kg/m3, are presented, showing the considerable improvement in the physical characteristics provided to the natural soil, and in turn, causes a decrease in the liquid limit as the amount of dosage increases, reduces the plasticity of cohesive soils, for the type A-7-6(22) from 40% to 29.95% for each 0.10 kg/m3 of polymer added to the soil, increases the bearing capacity (CBR) up to 44.00% for each 0.30 kg/m3 of polymer applied to the soil. 10% to 29.95% for each 0.10kg/m3 of polymer added to the soil, increases the bearing capacity (CBR) to 44.00% for each 0.30 kg/m3 of polymer applied to the soil. Finally, it is concluded that Polycom polymer has been used for the stabilization of fine soils and has been able to provide a considerable improvement to both the physical and mechanical characteristics of silty-clay soils and can be a suitable material for the shaping of pavement structures. An alternative design is proposed using chemical products, such as POLYCOM polymer, which is a product with very effective antecedents in some areas of the country, being our proposal a viable option.
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