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Effect of overconsolidation on cyclic resistance correction factors Ks and Ka

V Manmatharajan, S Sivathayalan

In the proceedings of: GEO2011: 64th Canadian Geotechnical Conference, 14th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, 5th Pan-American Conference on Teaching and Learning of Geotechnical Engineering

Session: Laboratory Testing

RESUMEN: Se presentan los resultados de un estudio experimental para la evaluación de los efectos de sobre-consolidación en la licuefacción de suelos granulares. Los ensayes consistieron en pruebas de cortante en arenas con aristas suaves y con diferentes valores de porosidad, razón de sobre-consolidación, así como esfuerzos de confinamiento y cortante. Los resultados indican que la propensidad a la licuefacción se ve influenciada grandemente por la sobre-consolidación. Aun a niveles bajos de sobre-consolidación la resistencia a solicitaciones cíclicas puede aumentarse significativamente. El factor Kα también se vé influenciado por la razón de sobre-consolidación; sin embargo esta razón no afecta el factor de corrección Kσ. Una consideración adecuada de los beneficios de la sobre-consolidación puede resultar en ahorros económicos importantes en los diseños resistentes a la licuefacción.

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Cite this article:
Manmatharajan, V, Sivathayalan, S (2011) Effect of overconsolidation on cyclic resistance correction factors Ks and Ka in GEO2011. Ottawa, Ontario: Canadian Geotechnical Society.

@inproceedings{Manmatharajan_GEO2011_395, author = {{Manmatharajan, V}, {Sivathayalan, S}}
title = {Effect of overconsolidation on cyclic resistance correction factors Ks and Ka}
booktitle = {Proceedings of the 64th Canadian Geotechnical Conference, 14th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, 5th Pan-American Conference on Teaching and Learning of Geotechnical Engineering}
year = {2011}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }
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