Metodologías empleadas para la producción de concreto permeable usando parcialmente materiales reciclados como agregados: una revisión literaria
Resumen
El objetivo de la presente revisión fue recopilar y discutir literatura científica sobre metodologías empleadas para la producción y elaboración del concreto innovador “concreto permeable”, como alternativa de diseño en pavimentos, con el remplazo parcial de agregado grueso por agregados reciclados, como látex de caucho al 5 % y 8 % por peso de cemento, ceniza volante entre el 0 % y el 70 % por volumen del cemento, y fibra de carbono al 0.27 % y 0.4 % por peso de agregado grueso. Esta revisión de literatura implicó seleccionar las publicaciones más relevantes, para los períodos del 2015 al 2021 en bases de datos indexadas Scopus, Scielo, ScienceDirect, y Latindex; enfocándose en múltiples parámetros como: “materiales residuales, coeficiente de permeabilidad, concreto permeable, grado de porosidad y ensayos de laboratorio para el concreto permeable”. Los resultados muestran que la resistencia a la compresión varía entre 0.5 MPa y 97.3 MPa, resistencia a la tracción entre 1.6 MPa y 5.29 MPa y la permeabilidad entre 4.63 mm/s y 10.2 mm/s, donde el porcentaje idóneo del uso de ceniza volante para la obtención óptima de concreto permeable es hasta el 20 %, que, excediendo este porcentaje, afecta negativamente sus propiedades mecánicas. En conclusión, el “concreto permeable” se sitúa dentro de los rangos establecidos según normativa: 17.5 MPa, 2.6 MPa, 6.1 mm/s, respectivamente; por ende, adquiere un valor sustancial, contribuyendo con la mejora del nivel microestructural y mayor durabilidad, siendo ventajoso y útil en los tiempos modernos.
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