Evaluación de la estabilidad de un talud frente a la variación de cargas estáticas y dinámicas Caso de estudio predios UTPL

Abstract

Abstract: Slope stability assessment is one of the most common problems faced in geotechnical engineering. This paper determines the current condition of the slope located on the UTPL grounds, where a parking lot and the Ecolac factory are located, considering the application of static and dynamic loads to which the slope is subjected. It is analyzed systematically and quantitatively using numerical methods such as the limit equilibrium method, which is based on the principle that the slope is in a state of limit equilibrium, that is, the point just before failure occurs through circular surfaces in the soil. This allows for comparing the safety factor values ​​to determine its stability or instability. As a stabilization measure, the construction of a gabion wall was proposed, taking into account the space and geometry of the university campus terrain, meeting the gabion's requirements for overturning, sliding, internal, and global failure.