Análisis comparativo de un relleno tradicional y la aplicación de bloques de Poliestireno expandido (EPS) para la cimentación del bloque de aulas de la unidad Milenio Chinca cantón Esmeraldas
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2019-04
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Universidad de Guayaquil. Facultad de Ciencias Matemáticas y Físicas. Carrera de Ingeniería Civil
Resumen
El presente proyecto trata sobre un análisis comparativo técnico-económico entre dos materiales destinados principalmente para el mejoramiento del suelo, estos son el Relleno Tradicional o Convencional y Bloques de Poliestireno Expandido (EPS) o Geobloques, el núcleo de análisis consiste en evaluar los parámetros de capacidad de carga, asentamiento y costo para la cimentación del suelo, en el cual existe la presencia de limo y arcilla de alta compresibilidad, el análisis se lo realizara en los bloques de aulas en la Unidad Educativa del Milenio “Chinca” localizada en la provincia de Esmeraldas la cual colinda con la vía Santo Domingo - Esmeraldas.
Al realizar los ensayos Triaxiales del suelo mediante el respectivo análisis se logró determinar que en el terreno existe la presencia de suelo fino de tipo limo y arcilla de alta compresibilidad por lo que es necesario realizar el mejoramiento de este para la construcción de la cimentación del edificio. Este suelo puede ser mejorado con material subbase de clase III o a su vez utilizando Bloques de Poliestireno Expandido (EPS), para ello se realizan los análisis correspondientes para determinar cuál método es el más factible tanto en resistencia como en costo, por lo tanto se desarrolla una comparación para lograr determinar qué método es más apropiado para el mejoramiento del suelo a utilizarse en este proyecto.
The present project deals with a comparative technical-economic analysis between two materials destined mainly for the improvement of the soil, these are the Traditional or Conventional Filler and Expanded Polystyrene Blocks (EPS) or Geoblocks, the core of analysis consists in evaluating the parameters of load capacity, settlement and cost for the foundation of the soil, in which there is the presence of silt and clay of high compressibility, the analysis will be carried out in the blocks of classrooms in the Educational Unit of the Millennium "Chinca" located in the province of Esmeraldas which adjoins the road Santo Domingo - Esmeraldas. When performing the Triaxial soil tests through the respective analysis was able to determine that in the soil there is the presence of fine soil of mud and high compression type so it is necessary to make the improvement of this for the construction of the foundation of the building. This soil can be improved with sub-class III material or at the same time using Expanded Polystyrene Blocks (EPS), for which the corresponding analyzes are carried out to determine which method is the most feasible in both resistance and cost, therefore it is developed a comparison to determine which method is most appropriate for the improvement of the soil
The present project deals with a comparative technical-economic analysis between two materials destined mainly for the improvement of the soil, these are the Traditional or Conventional Filler and Expanded Polystyrene Blocks (EPS) or Geoblocks, the core of analysis consists in evaluating the parameters of load capacity, settlement and cost for the foundation of the soil, in which there is the presence of silt and clay of high compressibility, the analysis will be carried out in the blocks of classrooms in the Educational Unit of the Millennium "Chinca" located in the province of Esmeraldas which adjoins the road Santo Domingo - Esmeraldas. When performing the Triaxial soil tests through the respective analysis was able to determine that in the soil there is the presence of fine soil of mud and high compression type so it is necessary to make the improvement of this for the construction of the foundation of the building. This soil can be improved with sub-class III material or at the same time using Expanded Polystyrene Blocks (EPS), for which the corresponding analyzes are carried out to determine which method is the most feasible in both resistance and cost, therefore it is developed a comparison to determine which method is most appropriate for the improvement of the soil
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Relleno Convencional, Bloques De Poliestireno Expandido (Eps), Geobloque, Capacidad De Carga Ultima, Asentamiento, Análisis Económico