Investigación experimental del mecanismo de obstrucción del hormigón permeable hecho con gradaciones variables de áridos
DOI:
https://doi.org/10.3989/mc.2023.319922Palabras clave:
Hormigón permeable, Permeabilidad, Porosidad, Resistencia a la compresión, Potencial de obstrucciónResumen
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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