Bibliographic citations
Hernández, M., (2016). Evaluación comparativa del impacto ambiental, de pavimentos flexibles frente a los pavimentos rígidos, mediante el análisis de la variación de temperatura [Tesis, Universidad Nacional Agraria La Molina]. https://hdl.handle.net/20.500.12996/2854
Hernández, M., Evaluación comparativa del impacto ambiental, de pavimentos flexibles frente a los pavimentos rígidos, mediante el análisis de la variación de temperatura [Tesis]. : Universidad Nacional Agraria La Molina; 2016. https://hdl.handle.net/20.500.12996/2854
@misc{renati/245303,
title = "Evaluación comparativa del impacto ambiental, de pavimentos flexibles frente a los pavimentos rígidos, mediante el análisis de la variación de temperatura",
author = "Hernández Salazar, Manuel Aristides",
publisher = "Universidad Nacional Agraria La Molina",
year = "2016"
}
The main objective of this research is to evaluate the environmental impact generated by the rigid pavements and flexible pavements by the study of the temperature variation. The research is developed through an environmental focus, whose climate impact is generated by the effect of the placement of rigid and flexible pavements. Currently there are economic justifications for deciding to use any of the traditional materials on roads (made from asphalt and / or concrete), however there is no sustainable justification, with reference on heat generation for this decision. The hypothesis came from wanting to prove that rigid pavements generate less environmental impact than flexible pavements, based on the analysis of temperature as an environmental variable. The work importance lies on the results obtaining, which will indicate how roads constructed of bituminous material and concrete provide different temperature degrees harmful to the environment. The analysis and demonstration that rigid pavements (pavements made of concrete) generate less environmental impact against the flexible pavements (pavements made of bituminous material) occurs by the studying of temperature variation, besides its relationship and / or influence on green areas in these temperature differentials. It was concluded that critical measurements on the surface of the asphalt binder were obtained, such as 30° degrees temperatures, which contributes to the rise of temperature in the area involved, which was 17.6 ° average on the study area N°2. It is important to note that this study opens the door to other studies on the same line but using other analysis variables, such as: variables of use, load (traffic), artificial light effect, constructive processes employed, quality of material, etc., which would take us to a more complex panorama of “friendly“ environmental projects.
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