Citas bibligráficas
Hurtado, T., (2024). Análisis comparativo de la resistencia de suelos cohesivos usando los ensayos de penetración estándar, corte directo y triaxial en la urbanización Sol Naciente, provincia y distrito de Jaén - Cajamarca [Universidad Católica Santo Toribio de Mogrovejo]. http://hdl.handle.net/20.500.12423/7167
Hurtado, T., Análisis comparativo de la resistencia de suelos cohesivos usando los ensayos de penetración estándar, corte directo y triaxial en la urbanización Sol Naciente, provincia y distrito de Jaén - Cajamarca []. PE: Universidad Católica Santo Toribio de Mogrovejo; 2024. http://hdl.handle.net/20.500.12423/7167
@misc{renati/1106265,
title = "Análisis comparativo de la resistencia de suelos cohesivos usando los ensayos de penetración estándar, corte directo y triaxial en la urbanización Sol Naciente, provincia y distrito de Jaén - Cajamarca",
author = "Hurtado Guevara, Tobias Moises",
publisher = "Universidad Católica Santo Toribio de Mogrovejo",
year = "2024"
}
The presented thesis focuses on an experimental study aiming to establish correlations among three tests performed on cohesive soil: Standard Penetration Test (SPT), Direct Shear, and Triaxial. The tests were carried out on a 3-hectare land plot called AA.HH. Sol Naciente, reaching a depth of 3.50 meters due to the soil's geotechnical characteristics. Subsequently, they conducted a study on the soil's physical properties using various standard tests, including particle size distribution, Atterberg limits, moisture content, and specific gravity. Based on the existing data compilation and the tests' correlations, a total of 7 tests of each were performed on the field, with the assistance of local equipment and operators. The final purpose of the study is to propose correlations among the results obtained from the three types of tests. This research provides a significant contribution to the field of geotechnical and civil engineering, as the findings could enhance the understanding of soil properties and allow more precise calculations regarding soil strength and behavior under various load and pressure conditions. Ultimately,these results may increase the safety and stability of future constructions on these soils, providing a more robust and reliable approach for soil analysis and construction project planning.
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