Bibliographic citations
Morales, A., Usnayo, I. (2024). Efectos físico-mecánicos de suelos arcillosos extraídos de la zona de Chimpahuaylla adicionada con solidry del sistema consolid – San Jerónimo en el 2022 [Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/6666
Morales, A., Usnayo, I. Efectos físico-mecánicos de suelos arcillosos extraídos de la zona de Chimpahuaylla adicionada con solidry del sistema consolid – San Jerónimo en el 2022 []. PE: Universidad Andina del Cusco; 2024. https://hdl.handle.net/20.500.12557/6666
@misc{renati/17523,
title = "Efectos físico-mecánicos de suelos arcillosos extraídos de la zona de Chimpahuaylla adicionada con solidry del sistema consolid – San Jerónimo en el 2022",
author = "Usnayo Callo, Ivan Hugo",
publisher = "Universidad Andina del Cusco",
year = "2024"
}
The current research topic was developed based on the generation of a proposal which could be a possible solution to a problem, which is that in the city of Cusco there is a variety of soils with very clear mechanical and physical characteristics. but with these characteristics it is the duty of engineering to determine the soils which should have acceptable CBR values according to its use. However, in fine soils there is a clear characteristic which is that the CBR value is very reduced, based on This problem, a solution was sought and based on the experience in different fields such as works carried out on roads, the conclusion was reached that the proposal requires an additive which could improve the capabilities of CBR and which can be applied. in characteristics of the mountains such as Cusco, and this in the future would be of benefit to the future population, for the resolution of the problem of the lack of high CBR values for pavement bases and subbases. Based on the experimentation presented in the research, the development of the increase in the CBR value was seen, this as the percentage of SOLIDRY increased, a percentage proposed by the thesis students to evaluate an optimal performance of the fine soil, with them we discovered that an optimal proposal in Comparison of the mechanical properties of the results of the soils with the different percentages of SOLIDRY, highlighted the addition of 1% of solidry unlike the other percentages, in which the increase in CBR was 223.41% comparing the maximum value found in based on the proposed experimentation. It is important to note that the soil which was extracted from the Chimpahuaylla quarry in the San Jeronimo district is a fine soil, characterized by being formerly a crop soil, so fine soil and the additive SOLIDRY was found, which was acquired from the company CONSOLID which is a commercial additive in the northern part of the country and both were used according to the procedures determined in the MATERIALS TESTING MANUAL.
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