Influence of bagasse ash and recycled concrete aggregate on hardened properties of high-strength concrete

P. Rattanachu; I. Karntong; W. Tangchirapat; C. Jaturapitakkul; P. Chindaprasirt

doi:10.3989/mc.2018.04717

Autores/as

P. Rattanachu Department of Civil Engineering, Faculty of Engineering, King Mongkut’s University of Technology Thonburi (KMUTT) https://orcid.org/0000-0001-9231-0046
I. Karntong Department of Civil Engineering, Faculty of Engineering, King Mongkut’s University of Technology Thonburi (KMUTT) https://orcid.org/0000-0002-0134-8485
W. Tangchirapat Department of Civil Engineering, Faculty of Engineering, King Mongkut’s University of Technology Thonburi (KMUTT) https://orcid.org/0000-0002-4917-1367
C. Jaturapitakkul Department of Civil Engineering, Faculty of Engineering, King Mongkut’s University of Technology Thonburi (KMUTT) https://orcid.org/0000-0002-8785-947X
P. Chindaprasirt Sustainable Infrastructure Research and Development Center, Department of Civil Engineering, Faculty of Engineering, Khon Kaen University https://orcid.org/0000-0003-1062-3626

DOI:

https://doi.org/10.3989/mc.2018.04717

Palabras clave:

Hormigón, Árido, Resistencia a la compresión, Durabilidad, Cloruros

Resumen

En esta investigación se utilizó ceniza de bagazo como sustituto del cemento en hormigón de alta resistencia con áridos reciclados (HS-RAC). La piedra caliza fue sustituida por un árido 100% reciclado de hormigón y la ceniza de bagazo molida (GBA) en diferentes porcentajes (20, 35 y 50% en peso del material cementante) fue utilizada para reemplazar parcialmente al cemento Portland para producir hormigón de tipo HS-RAC. Los resultados indicaron que la sustitución de la piedra caliza molida por áridos de hormigón reciclado tiene un efecto negativo en las propiedades del hormigón. Aumentar la cantidad de GBA en el HS-RAC redujo la densidad e incrementó el volumen del espacio de los poros permeables. Las mezclas de hormigón preparadas reemplazando 20% en peso del cemento Portland por ceniza de bagazo molida presentaron mayor resistencia a la compresión que el hormigón convencional a los 90 días o más. El HS-RAC con GBA (hasta 50%) tuvo una durabilidad mayor que el hormigón convencional en términos de resistencia a la penetración de iones de cloruro, a pesar de tener una menor resistencia a la compresión.

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