Mezclas asfálticas elaboradas con agregado calizo y adición de óxido de calcio probadas a temperaturas de servicio

Gilberto Wenglas Lara; Sergio Adrián Domínguez Mendoza; Juan Carlos Burillo Montufar; José Castañeda Ávila

doi:10.37636/recit.v7n4e377

Autores/as

Gilberto Wenglas Lara Universidad Autónoma de Chihuahua, C. Escorza 900, Col. Centro 31000, Chihuahua, Chihuahua, México https://orcid.org/0009-0009-9971-3070
Sergio Adrián Domínguez Mendoza Universidad Autónoma de Chihuahua, C. Escorza 900, Col. Centro 31000, Chihuahua, Chihuahua, México
Juan Carlos Burillo Montufar Universidad Autónoma de Chihuahua, C. Escorza 900, Col. Centro 31000, Chihuahua, Chihuahua, México
José Castañeda Ávila Universidad Autónoma de Chihuahua, C. Escorza 900, Col. Centro 31000, Chihuahua, Chihuahua, México

DOI:

https://doi.org/10.37636/recit.v7n4e377

Palabras clave:

Asfalto, Tipo de agregado, Cal hidratada, Modificador asfáltico, Estabilidad

Resumen

La cal hidratada es un material ampliamente usado para mejorar las propiedades mecánicas de durabilidad de mezclas asfálticas. Por otra parte, el agregado pétreo es esencial en el comportamiento de la capa de rodamiento de un pavimento asfáltico por lo que debe dársele especial atención en el diseño, y considerar su origen mineralógico. Además, el empleo de adiciones de bajo costo para mejorar las propiedades de mezclas asfáltica es una actividad recurrente, sin embargo, el efecto depende del tipo del agregado. La presente investigación tiene como objetivo evaluar el efecto del tipo de agregado, calizo y no calizo, así como la adición de óxido de calcio, en muestras asfálticas estándares, evaluadas con el método Marshall y la prueba de compresión simple. Las mezclas elaboradas con material calizo y 2 % de cal presentaron mejores resultados de estabilidad, flujo y de resistencia a la compresión. Estos resultados pueden ser de beneficio para la elaboración de mezclas asfálticas donde hay abundancia y disponibilidad de material calizo.

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