Investigación experimental del mecanismo de obstrucción del hormigón permeable hecho con gradaciones variables de áridos

Autores/as

DOI:

https://doi.org/10.3989/mc.2023.319922

Palabras clave:

Hormigón permeable, Permeabilidad, Porosidad, Resistencia a la compresión, Potencial de obstrucción

Resumen


En este estudio se evaluó el mecanismo de obstrucción del hormigón permeable utilizando tres obturadores diferentes: arena (S), arcilla (C) y una combinación de arena y arcilla (S & C). El mecanismo de taponamiento se realizó a través de un aparato de permeabilidad de cabeza descendente, utilizando una carga de sedimento del obturador a razón de 50, 150 y 200 gramos en ciclos de taponamiento repetitivos. A partir de los resultados se observó que el obturador combinado (S & C) muestra resultados críticos generales de obstrucción, ya que el 80% de la obstrucción se observó de 3 a 4 ciclos. Además, se detectó que la mezcla de hormigón permeable hecha con gradación de áridos tipo R presenta una resistencia a la compresión óptima del orden de 8.6, 15.9 y 17 MPa a los 7, 28 y 56 días de curado. Finalmente, la prueba de inspección visual muestra que la obstrucción por arcilla muestra una distribución uniforme de sedimentos en toda la longitud de la muestra.

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Publicado

2023-08-10

Cómo citar

Nazeer, M., Kapoor, K., & Singh, S. (2023). Investigación experimental del mecanismo de obstrucción del hormigón permeable hecho con gradaciones variables de áridos. Materiales De Construcción, 73(351), e320. https://doi.org/10.3989/mc.2023.319922

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