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...

Full description

Autores:
Rosas Valderrama, Oscar Francisco
Tipo de recurso:
Trabajo de grado de pregrado
Fecha de publicación:
2023
Institución:
Universidad Antonio Nariño
Repositorio:
Repositorio UAN
Idioma:
spa
OAI Identifier:
oai:repositorio.uan.edu.co:123456789/8037
Acceso en línea:
http://repositorio.uan.edu.co/handle/123456789/8037
Palabra clave:
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
Rights
openAccess
License
Attribution-NoDerivatives 4.0 International (CC BY-ND 4.0)
Description
Summary: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.