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Mathematical characterization of one-dimensional compression, undrained and drained sand behavior in axisymmetric tests at high pressures

Eulalio Juárez-Badillo

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: Other General

RESUMEN: Las ecuaciones teóricas de compresibilidad y las relaciones esfuerzo-deformación para geomateriales que establece el principio de proporcionalidad natural, se aplicaron para describir la compresibilidad de arenas bajo cargas axiales de hasta 850.9 MPa; se consideraron probetas con tres diferentes densidades iniciales de arena de cuarzo, Cambria y gypsum. También se consideró el comportamiento no-drenado de la arena en pruebas de compresión y extensión con confinamientos iniciales hasta de 68.0 MPa, así como el comportamiento drenado en pruebas de compresión y extensión, utilizando confinamientos iniciales de hasta 52.0 MPa.

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Juárez-Badillo, Eulalio (2011) Mathematical characterization of one-dimensional compression, undrained and drained sand behavior in axisymmetric tests at high pressures in GEO2011. Ottawa, Ontario: Canadian Geotechnical Society.

@inproceedings{Juárez-Badillo_GEO2011_806, author = {{Juárez-Badillo, Eulalio}}
title = {Mathematical characterization of one-dimensional compression, undrained and drained sand behavior in axisymmetric tests at high pressures}
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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