Aptitud de suelos tropicales compactados para la construcción de barreras aislantes en rellenos sanitarios en Argentina
DOI:
https://doi.org/10.59069/24225703ee014Palavras-chave:
suelos residuales tropicales, rellenos sanitarios, compactación, conductividad hidráulicaResumo
Las barreras de fondo y laterales de los rellenos sanitarios tienen como principal objetivo evitar la migración de líquidos provenientes del interior hacia el exterior. Para la utilización de estas barreras es necesario diseñar las mismas teniendo en cuenta propiedades mecánicas e hidráulicas. En muchos casos, con el objetivo de disminuir los costos, se utiliza suelos locales en reemplazo de algunos materiales industrializados. Sin embargo, debido a la gran variabilidad en las propiedades hidromecánicas del suelo se requiere que el diseño considere las condiciones locales de cada sitio. En este artículo se analiza la posibilidad de la utilización de los suelos residuales compactados teniendo en la variabilidad de los parámetros de compactación y se determina los entornos óptimos para cumplimentar especificaciones internacionales para barreras geológicas para rellenos sanitarios.
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Copyright (c) 2024 Gustavo Orlando Bogado, Hugo Orlando Reinert, Franco Matías Francisca, Carlos Enrique Schvezov
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