Estudio para la pavimentación de las calles ubicadas en áreas de influencia de sectores 40-41-42-43-45-46-47 y 48 del cantón Salinas provincia de Santa Elena
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Fecha
2021-10
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Universidad de Guayaquil - Facultad de Ciencias Matemáticas y Físicas - Ing.Civil
Resumen
El presente trabajo de titulación presenta los estudios que se realizaron para obtener una estructura de pavimento que pueda ser implementado en el lugar de estudio. Para iniciar, se tomó muestra a los suelos del área de influencia, a través de 2 calicatas siendo así a 0,5, 1, y 1,50 metros, para evaluar las propiedades intrínsecas que presenta la rasante se realizó pruebas de suelo dentro del Laboratorio Ruffilli, perteneciente a la Universidad de Guayaquil. Se analizó la demanda vehicular de los sectores, para comprender la incidencia del uso de estas calles y determinar por medio de estudios de tráfico el volumen que vaya a ser servido a los años horizonte del diseño de la estructura de pavimento, la misma que debe cumplir con el uso de materiales y espesores por cada capa de su estructura.
This degree work presents the studies that were carried out to obtain a pavement structure that can be implemented in the study place. To begin, a sample was taken from the soils of the area of influence, through 2 pits being thus at 0.5, 1, and 1.50 meters, to evaluate the intrinsic properties that the slope presents, soil tests were carried out within the Ruffilli Laboratory, belonging to the University of Guayaquil. The vehicle demand of the sectors was analyzed to understand the incidence of the use of these streets and to determine through traffic studies the volume that will be served at the horizon years of the design of the pavement structure, the same that must comply with the use of materials and thicknesses for each layer of its structure.
This degree work presents the studies that were carried out to obtain a pavement structure that can be implemented in the study place. To begin, a sample was taken from the soils of the area of influence, through 2 pits being thus at 0.5, 1, and 1.50 meters, to evaluate the intrinsic properties that the slope presents, soil tests were carried out within the Ruffilli Laboratory, belonging to the University of Guayaquil. The vehicle demand of the sectors was analyzed to understand the incidence of the use of these streets and to determine through traffic studies the volume that will be served at the horizon years of the design of the pavement structure, the same that must comply with the use of materials and thicknesses for each layer of its structure.
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PAVIMENTACIÓN, SUELO, AASHTO - 93, TPDA, EJES EQUIVALENTES