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Liquefaction of fine-grained soils from cyclic dss testing

John P Sully, Ender J Parra, Gordon Fung, Haroon Bux, Paul A Sully

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: El enfoque normal para evaluar la resistencia a la licuacion se basa en la ejecucion de ensayos de penetration en campo. Sin embargo, se ha demostrado que la resistencia a la penetracion es sensible al porcentaje de finos en los suelos granular. Incrementos en la cantidad de finos causan una reduccion en la resistencia a la penetracion y una reduccion en la resistencia a la licuacion – particularmente si el porcentaje de finos es mayor a 35%. La ejecucion de ensayos dinamicos de laboratorio es el metodo preferido para evaluar la resistencia a la licuacion para suelos finos. El articulo presenta resultados de ensayos dinamicos (DSS) realizados con arenas limosas y limos de la zona de Vancouver, British Columbia y la comparacion de resultados con el grafico basado en la resistencia a la penetracion.

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Cite this article:
Sully, John P, Parra, Ender J, Fung, Gordon, Bux, Haroon, Sully, Paul A (2011) Liquefaction of fine-grained soils from cyclic dss testing in GEO2011. Ottawa, Ontario: Canadian Geotechnical Society.

@inproceedings{Sully_GEO2011_435, author = {{Sully, John P}, {Parra, Ender J}, {Fung, Gordon}, {Bux, Haroon}, {Sully, Paul A}}
title = {Liquefaction of fine-grained soils from cyclic dss testing }
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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