Evaluación geotécnica para la estabilización de taludes en la parroquia rural San José del cantón Atahualpa, provincia de El Oro

Abstract

This paper presents an analysis of the safety factor of an unstable slope. A series of investigations has been carried out in the area to identify the geotechnical characteristics of the soil and the geometry of the slope. Topographic and geological data have been collected, and laboratory tests have been carried out on soil samples. Using the theory of soil mechanics, a stability analysis for the slope has been carried out. Mathematical models have been used to calculate the factor of safety, which indicates the stability of the slope. The results show that the current factor of safety of the slope is less than the recommended minimum value, which indicates an unstable situation. Overall, this study provides important information for managing the safety of unstable slopes. The results show that it is essential to carry out a stability analysis and seek solutions to avoid possible occurrences of landslides and guarantee the safety of people and property in the area.