Diseño de mapa urbano de zonificación geotécnica del área oriental de la comuna cuatro, Duitama

This graduation Project has like an object desaing a map to geotechnical zoning, which is to be carried out in the eastern part of commune 4 in the city of Duitama, Boyaca All of this taking into consideration the information available from the databases of the municipal administrative entities and...

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Detalles Bibliográficos
Autor principal:	Rosas Valderrama, Oscar Francisco
Otros Autores:	Barbosa Pico, Angie Paola
Formato:	Trabajo de grado (Pregrado y/o Especialización)
Lenguaje:	spa
Publicado:	Universidad Antonio Nariño 2023
Materias:	Estudio de suelos zonificación urbana estudio geotécnico zona de amenaza. capacidad portante Soil study urbam zoning geotechnical study population foundation construction wáter table soil type bearing capacity threat zone
Acceso en línea:	http://repositorio.uan.edu.co/handle/123456789/8037
Etiquetas:	Agregar Etiqueta Sin Etiquetas, Sea el primero en etiquetar este registro!

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Sumario:	This graduation Project has like an object desaing a map to geotechnical zoning, which is to be carried out in the eastern part of commune 4 in the city of Duitama, Boyaca All of this taking into consideration the information available from the databases of the municipal administrative entities and the soil studies that include the phreatic level, bearing capacities, type of soil, geology, geomorphology, cadastral base and map of the city communes. In this order of ideas, it was carried out, through an experimental methodology, data collection, sources of secondary information and sampling in the field in order to establish the geotechnical characteristics of the area of influence using the application of GIS tools and the ArcGIS Kriging interpolation method that allowed establishing an indicator of the bearing capacity in areas where this information was not available Consequently, it was evidenced that the application is viable of GIS tools for the design of geotechnical categorization maps at the micro level, in accordance with the results obtained and the comparison made with the field surveys, it is evident that the study area has an optimal bearing capacity, which makes future investors minimize costs in foundation activities.