dc.creatorOchoa Cornejo, Felipe Agustín
dc.date.accessioned2019-05-29T13:41:17Z
dc.date.available2019-05-29T13:41:17Z
dc.date.created2019-05-29T13:41:17Z
dc.date.issued2017
dc.identifierICSMGE 2017 - 19th International Conference on Soil Mechanics and Geotechnical Engineering, Volumen 2017-September
dc.identifierhttps://repositorio.uchile.cl/handle/2250/169107
dc.description.abstractThis 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.
dc.languageen
dc.publisherICSMGE
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/3.0/cl/
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 Chile
dc.sourceICSMGE 2017 - 19th International Conference on Soil Mechanics and Geotechnical Engineering
dc.subjectCyclic triaxial tests
dc.subjectLiquefaction
dc.subjectMicrostructure
dc.subjectNanoparticles
dc.subjectResonant column tests
dc.titleDynamic behavior of sand with Nanoparticles. Comportement dynamique de Sable avec Nanoparticules
dc.typeArtículo de revista


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