Desarrollar un análisis de talud. Según las características geotécnicas del suelo, en contexto con la factibilidad para el correcto desarrollo del funcionamiento de la medida de mitigación

Abstract

Abstract: In the avenue of Neighborhood Integration of the Loja city there are some landslides. Among these is the slope under study located in the San José neighborhood of Panama, to which a geotechnical and geomatic analysis was carried out. The process includes some activities such as: field visits, topographic survey, obtaining samples with their respective tests in the laboratory, modeling in the software and design of a mitigation measure. In this area there is an irregular relief characteristic of mountainous areas, the soils consist of silt of high and low compressibility. Modeled in the GeoStru Slope software with four profiles and by means of the limit equilibrium methodology with the precise method of Morgenstern Price, the safety factors obtained range between 0.72 and 1.35. With these known parameters, it is determined that a cantilever wall with its respective drainage is constituted as the optimal mitigation measure considering the most critical profile. In addition, the eviction of the material accumulated on the road was planned. In the development of the technical feasibility, the current regulations are complied with and in the calculation of the economic feasibility, the different indicators were analyzed, which are within the acceptable ranges.