Effect of carbon fibers (length, dosage) on the Marshall and volumetric properties of HMA mixtures

Nadheer Albayati; Mohammed Qader Ismael

doi:10.15649/2346030X.3243

Autores/as

Nadheer Albayati University of Baghdad https://orcid.org/0009-0001-0607-2959
Mohammed Qader Ismael University of Baghdad - Baghdad, Irak https://orcid.org/0000-0003-3254-0557

DOI:

https://doi.org/10.15649/2346030X.3243

Palabras clave:

Estabilidad Marshall, Agregado de Concreto Reciclado, Fibras de Carbono, HMA

Resumen

Este estudio investiga el efecto de las fibras de carbono cuando se agregan a HMA que contiene agregado de concreto reciclado en las propiedades de Marshall. Se incluye para identificar el contenido óptimo de asfalto de acuerdo con el método de diseño de Marshall para mezclas que contienen 20, 40, 60, 80 y 100% de concreto reciclado grueso reemplazado con agregado virgen grueso. Se habían agregado dos longitudes de 10 y 20 mm de fibras de carbono con tres porcentajes de 0.15, 0.25 y 0.35% al peso total de la mezcla. Los resultados mostraron que todas las mezclas que contenían agregados de concreto reciclado cumplían con los requisitos estándar iraquíes de SCRB 2003 para el uso grueso de tipo IIIA. La sustitución del agregado virgen por agregado de concreto reciclado condujo a un aumento en el contenido óptimo de asfalto, en el que el aumento máximo alcanzó el 10.78% sobre la mezcla de control cuando se utilizó el 100% del agregado de concreto reciclado grueso. Las características de Marshall fueron alteradas con fibra de carbono, lo que aumentó la estabilidad. El nivel más alto de estabilidad alcanzó aproximadamente 38.89% sobre la mezcla de control cuando se utilizó 60% de agregado de concreto reciclado y reforzado por 0.35% de fibras de carbono tenía una longitud de 20 mm.

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