Servicios Personalizados
Revista
Articulo
Indicadores
- Citado por SciELO
- Accesos
Links relacionados
- Citado por Google
- Similares en SciELO
- Similares en Google
Compartir
Earth Sciences Research Journal
versión impresa ISSN 1794-6190
Resumen
CANTILLO, Víctor; MERCADO, Vicente y PAJARO, César. Empirical Correlations for the Swelling Pressure of Expansive Clays in the City of Barranquilla, Colombia. Earth Sci. Res. J. [online]. 2017, vol.21, n.1, pp.45-49. ISSN 1794-6190. https://doi.org/10.15446/esrj.v21n1.60226.
Swelling behavior of clays is of great importance for numerous engineering applications due to the prevalence of expansive clays around the world. Expansive clays are present in Mexico City, United States, Australia, Africa and South America, among others. In some cases, these types of clays could present swell pressure values greater than 400 kPa. In this technical note, correlation equations are developed to estimate the swell pressure of clays using laboratory tests performed on swelling clays in the city of Barranquilla, Colombia. Correlations are based on Atterberg limits and water content among other soil properties. Equations with statistically significant coefficients were selected and compared with equations found in the literature. Developed correlations evidenced that swell pressure decays quickly as water content increases. It was found that for the studied soils, Atterberg Limits did not present statistical significance in the estimation of swell pressure.
Palabras clave : Expansive Clays; Swell Pressure; Atterberg Limits; Water Content.