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 EngineeringSession: Other General
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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Juárez-Badillo, Eulalio (2011) Mathematical characterization of the compression of granular materials in GEO2011. Ottawa, Ontario: Canadian Geotechnical Society.
@inproceedings{Juárez-Badillo_GEO2011_805,
author = {{Juárez-Badillo, Eulalio}}
title = {Mathematical characterization of the compression of granular materials}
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} }
title = {Mathematical characterization of the compression of granular materials}
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} }