Dynamic behavior of sand with Nanoparticles. Comportement dynamique de Sable avec Nanoparticules
Author
dc.contributor.author
Ochoa Cornejo, Felipe Agustín
Admission date
dc.date.accessioned
2019-05-29T13:41:17Z
Available date
dc.date.available
2019-05-29T13:41:17Z
Publication date
dc.date.issued
2017
Cita de ítem
dc.identifier.citation
ICSMGE 2017 - 19th International Conference on Soil Mechanics and Geotechnical Engineering, Volumen 2017-September
Identifier
dc.identifier.uri
https://repositorio.uchile.cl/handle/2250/169107
Abstract
dc.description.abstract
This work presents an experimental investigation to examine the effect of Laponite-a synthetic nanoclay with high plasticity-on the dynamic behavior of sands. The experimental program considers cyclic triaxial and resonant column tests on specimens of pluviated sand and Laponite. Microstructure observation address the granular fabric and the sand-Laponite interactions. Cyclic triaxial tests show that 1% of Laponite impacts the cyclic behavior, improving the liquefaction resistance over one order of magnitude compared to clean sands. Resonant column tests show that the small strain stiffness of the sand (G0) increases with 1% of Laponite. The overall results show that Laponite extends the linear threshold of deformation, reduces stiffness degradation, and delays excess pore pressures. Microstructure observations suggest that Laponite reduces sand particle mobility by the formation of a pore fluid with solid-like properties.