Análisis de las propiedades geotécnicas del subsuelo del Polígono 1 frente a la estimación de Carga para Edificaciones

Abstract

Abstract: This paper analyzes the geotechnical properties of the subsoil in Loja's Polygon 1 to assess its bearing capacity and analyze its suitability for different types of buildings. Through field studies, numerical simulations in Plaxis 3D, and gravity load analysis using combination 2 of section "3.4.3 Combinations for Ultimate Strength Design" of the NEC-SE CG standard, it was verified that the soils in the area are suitable for residential buildings of up to three levels and educational structures, while hospital buildings require reinforced foundations due to greater settlements, as can be seen in points 5 and 8, where 5-level buildings should consider more robust designs, taking into account approximate loads between 850 kN and 970 kN, respectively, for the central column, which is the most disadvantaged. The results obtained, along with the recommendations, establish a technical basis for future urban expansions in the area, ensuring structural safety and resource optimization, providing a better understanding of the type and characteristics of the land available in the sector.