Efecto del óxido de hierro en las características mecánicas de la mezcla asfáltica MDC-10

The article presents the results of the effect of iron oxide on the mechanical characteristics of an asphalt mixture prepared with an AC 80-100 asphalt and stone aggregate of the Peace of the River crushed quarry for the construction of a rolling layer colored; in order to improve harmony, aesthetic...

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Autores:
Gil-López, Heiber J
González-Vargas, Laura D
Higuera-Sandoval, Carlos H
Tipo de recurso:
Fecha de publicación:
2020
Institución:
Universidad Santo Tomás
Repositorio:
Universidad Santo Tomás
Idioma:
spa
OAI Identifier:
oai:repository.usta.edu.co:11634/26859
Acceso en línea:
http://revistas.ustatunja.edu.co/index.php/ingeniomagno/article/view/1910
http://hdl.handle.net/11634/26859
Palabra clave:
Fatigue
Resilient Module
Iron Oxide and Moisture Damage Susceptibility
Fatiga
módulo resiliente
Óxido de hierro y Susceptibilidad al daño por humedad
Fadiga
módulo resiliente
óxido de ferro e umidade danificam a susceptibilidade
Rights
License
Derechos de autor 2020 Ingenio Magno
Description
Summary:The article presents the results of the effect of iron oxide on the mechanical characteristics of an asphalt mixture prepared with an AC 80-100 asphalt and stone aggregate of the Peace of the River crushed quarry for the construction of a rolling layer colored; in order to improve harmony, aesthetics and road safety. To carry out the above, the design of six asphalt mixtures was carried out a conventional evaluating percentages from 4.0 to 6.5 of asphalt cement to determine the optimal percentage of asphalt and from this value five mixtures with percentages were made 2 to 10 pigment, under the Marshall methodology. Based on this data, tests were carried out on resistance to plastic deformation, susceptibility to moisture damage, resilient module, fatigue resistance and British pendulum test. An optimal asphalt percentage of 6% was determined, which was used as a fixed value to obtain the optimal percentage of iron oxide of 5%, generating increasing, decreasing and erratic behaviors for preliminary design variables and with respect to tests significant improvements are made in plastic deformation, resilient module and fatigue resistance.