Aplicación de programas analíticos e informáticos sobre estabilización de taludes en el cerro pata grande del cantón Piñas.

Abstract

.Three alternatives for slope stabilization were analyzed: slope stabilization with recyclable material (tires), retaining walls and berms; economic, social, cultural and constructive factors were considered, where the construction of berms turned out to be the most feasible, technical and economic solution. With soils of three different geotechnical characteristics found in the slope adjacent to the Luis Moscoso Zambrano hospital of the Piñas canton, province of El Oro, which has been declared as a vulnerable area, the static analysis of slope stability was carried out through the application of the Geo program Slope. The ordinary methods of Fellenius, Bishop, Janbu, Morgenstern and Price and Spencer were included. Bibliographic research from various sources such as magazines, articles, books, websites, newspapers, among others, led to a grounded analysis. By means of the analysis of direct form 3 perforations were executed to a depth of 1.40 meters and soon to realize the tests of simple understanding, granulometry and limits of Atterberg; The topography of the land was extracted using Global Mapper to import it into Civil 3D, where an alignment was drawn up that allowed obtaining 7 profiles, in order to obtain the data required by Geo Slope. The design of the selected alternative based on the bibliographic research was carried out, in addition a drainage design was implemented to protect the berms. Finally, the budget determined by the calculation of work volumes and plans is presented.