Mathematical characterization of the compression of granular materials

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

ABSTRACT: The general theoretical equations of compressibility for geomaterials given by the Principle of Natural Proportionality are applied and described successfully all the experimental curves of compression of granular materials contained in the basic paper by Mesri and Vardhanabhuti (Can. Geotech. J. 46: 369 392, 2009).

RESUMEN: Se aplicaron las ecuaciones teóricas generales que proporciona el principio de proporcionalidad natural, para describir exitosamente todas las curvas de compresión experimentales de materiales granulares contenidas en el artículo de Mesri y Vardhanabhuti (Can. Geotech. J. 46: 369 392, 2009).

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Cite this article:
Eulalio Juárez-Badillo (2011) Mathematical characterization of the compression of granular materials in GEO2011. Ottawa, Ontario: Canadian Geotechnical Society.

@article{GEO11Paper805,author = Eulalio Juárez-Badillo ,title = Mathematical characterization of the compression of granular materials,year = 2011}