Estabilización del talud en el sector Jembuentza del cantón Yacuambi provincia de Zamora Chinchipe, aplicando métodos y modelos de estabilización con el fin de mitigar el peligro y riesgo vial

Abstract

Abstract: The present end-of-degree work frames the excess of slope located in the Jembuentza sector of the La Paz parish, province of Zamora Chinchipe, where landslides of different types, translations and flows occur within the road. The analysis consists of the compilation of information obtained from some base sources, in addition to the field information necessary to obtain the physical and geotechnical parameters. For the analysis, photogrammetry was obtained to identify the conditioning factors, the orthophoto can determine geotechnical geological characteristics and the study was carried out determining the necessary parameters for the safety factor. With all the results obtained, the slope instability coefficient will be reduced, a slope safety factor of less than 1.5 was obtained. According to the NEC it does not comply. A mitigation technique was found to obtain within its range for its stability, the change of the slope geometry and value drainage systems was made, obtaining adequate values, greater than 1.5, which is what the Ecuadorian validity regulations recommend.