Citas bibligráficas
Quilla, D., Torres, M. (2023). Implementación de un sistema de geoceldas para la cobertura topsoil en taludes mayores a 27° a fin de asegurar la estabilidad física en la Ex Unidad Minera "Aladino VI" - distrito de Mañazo - provincia de Puno [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/670967
Quilla, D., Torres, M. Implementación de un sistema de geoceldas para la cobertura topsoil en taludes mayores a 27° a fin de asegurar la estabilidad física en la Ex Unidad Minera "Aladino VI" - distrito de Mañazo - provincia de Puno [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2023. http://hdl.handle.net/10757/670967
@misc{renati/411427,
title = "Implementación de un sistema de geoceldas para la cobertura topsoil en taludes mayores a 27° a fin de asegurar la estabilidad física en la Ex Unidad Minera "Aladino VI" - distrito de Mañazo - provincia de Puno",
author = "Torres Arredondo, Marco Antonio",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2023"
}
The present investigation was developed in the peasant community of Cari Cari, belonging to the district of Mañazo, province and district of Puno. Since the beginning of the project, in the technical file, the execution of coverage and revegetation activities on the slopes of the Mining Liabilities (PAMs) of underground works that do not exceed the slopes H: V = 2:1 established therein was considered, that is, that the angle of inclination of said slopes does not exceed approximately 27°. After the corresponding evaluations in the field with Supervision, it was noted that some slopes exceeded 27° inclination. This is the case of mine clearing ID-15030 considered as the object of study for this work, which, upon recommendation of the designer, determined the implementation of a geocell system in it. This placement of geocells will serve to mitigate the risk of erosion and/or landslides. The main objective of this research is to increase the Safety Factor (FS) of the physical stability for topsoil coverage in static and pseudostatic conditions, on slopes with slope angles greater than 27°, through the implementation of a geocell system. . To evaluate said physical stability of the case study, slope stability calculations are carried out by the limit equilibrium method which is applied to the most critical section of the clearing, located by the Spencer method. The resistance parameters are defined according to the geotechnical model of ID 15030. The stability analyzes are carried out using the computer program SLIDE, version 6.0. In addition, the design of an anchor trench is proposed, which is essential to be able to withstand the forces exerted by the same weight of the soil cover and prevent the reinforcement from shifting or causing the cover to slip. Finally, it was possible to increase the safety factors in both static and Pseudostatic conditions with the implementation of reinforcement, managing to overcome the safety factors without reinforcement, being: Static Analysis (FS = 1.73) and Pseudostatic Analysis (FS = 1.13)
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