Uso de estabiliazadores de suelo: Una revisión del impacto al corte y asentamiento
DOI:
https://doi.org/10.18041/1794-4953/avances.1.6856Palabras clave:
Estabilizadores tradicionales, estabilizadores no tradicionales, estabilizadores mixtos, resistencia al cizallamiento y asentamientoResumen
Este documento presenta una revisión de la literatura sobre el uso de estabilizadores tradicionales, no tradicionales y mixtos que se aplican a suelos blandos y arcillosos para mejorar las propiedades mecánicas. Los suelos expansivos tienen una alta resistencia, pero se vuelven problemáticos en presencia de agua; se expanden y se contraen en condiciones húmedas y secas respectivamente, por tal motivo es necesario aplicar estabilizadores a los suelos con la finalidad de mitigar el comportamiento peligroso que estos presentan. Los estabilizadores pueden ser: (1) estabilizadores tradicionales tales como el cemento y la cal, (2) estabilizadores no tradicionales tales como las cenizas volantes, los polímeros, las bioenzimas y otros y (3) estabilizadores mixtos que viene hacer la combinación de los estabilizadores tradicionales y no tradicionales. Este documento tiene como objetivo describir y analizar el comportamiento mecánico que se realizaron en las investigaciones encontradas usando las pruebas de corte directo y consolidación unidimensional. Se revisaron 50 artículos indexados entre los años 2014 al 2020 los cuales se distribuyen de la siguiente manera: 38 artículos son de Scopus, 2 de Scielo, 8 de ScienceDirect y 2 de EBSCO sobre estabilizadores en suelos arcillosos, estabilizadores químicos y naturales.
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