Rutting performance of asphalt mixtures containing treated RCA and reinforced by carbon fibers

Nadheer Albayati; Mohammed Qadir-Ismael

doi:10.15649/2346030X.3436

Autores/as

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

DOI:

https://doi.org/10.15649/2346030X.3436

Palabras clave:

mezclas bituminosas en caliente, fibras de carbono, roderas, ensayo de seguimiento de ruedas, RCA

Resumen

Este estudio examinó el rutting rendimiento de mezclas asfálticas calientes que contienen agregado de concreto reciclado tratado y reforzado con fibras de carbono. La metodología consistió en sustituir RCA en lugar de agregados vírgenes gruesos en los diversos porcentajes (20, 40, 60, 80 y 100%) que se trataron sumergiendo durante 24 horas en una solución de ácido acético con una concentración de 0,1M. Las fibras de carbono se agregaron en varios porcentajes de 0.15, 0.25 y 0.35% por todo el peso de la mezcla. El estudio encuentra que la incorporación de RCA y fibras de carbono no afectó sustancialmente las características volumétricas de las mezclas asfálticas, pero la estabilidad de Marshall aumentó. La combinación que contenía 60% de RCA y 0,35% de fibras de carbono mostró el mayor aumento en la estabilidad de Marshall, que fue de 35,81% sobre la mezcla de control. La adición de RCA condujo a una reducción en el rendimiento de surco, mientras que la adición de fibras de carbono lo aumentó. La combinación que incorporó 40% de RCA y 0,35% de fibras de carbono exhibió una profundidad mínima de surco de 40,64% menor que la mezcla de control. La combinación que incorporó 20% de RCA y 0,35% de fibras de carbono exhibió el nivel máximo de estabilidad dinámica, que fue 1,64 veces mayor que la mezcla de control.

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