VARIACIÓN DE LA CONDUCTIVIDAD HIDRAÚLICA SATURADA DE ARENAS CON EL CONTENIDO DE FINOS LIMOSOS
DOI:
https://doi.org/10.36790/epistemus.v10i20.20Keywords:
Conductividad hidráulica, permeámetro de carga constante, permeámetro de carga variableAbstract
Este artículo presenta la variación de la conductividad hidráulica saturada de arenas finas con el contenido de finos y con el grado de acomodo, en muestras remoldeadas. Las muestras de suelo se formaron con la humedad óptima y peso volumétrico seco correspondiente a la relación de vacíos del grado de acomodo de la arena fina. La conductividad hidráulica saturada se determinó con el método del permeámetro de carga constante y con el de carga variable. No hubo diferencias significativas entre ambos métodos de prueba.
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