The Principle of Natural Proportionality applied to the creep of compacted recycled asphalt pavement
Eulalio Juárez-Badillo
Dans les comptes rendus d’articles de la conférence: 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: Transportation Geotechnics
RESUMEN: Las ecuaciones generales previstas por el principio de proporcionalidad natural se usan para describir la respuesta de creep de RAP compactadas bajo esfuerzo desviador sostenido. Pruebas triaxiales de esfuerzo constante y consolidadas-drenadas fueron realizadas sobre muestras compactadas de RAP de 100 mm de diámetro, para múltiples esfuerzos de confinamiento y niveles de esfuerzo desviador.
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Juárez-Badillo, Eulalio (2011) The Principle of Natural Proportionality applied to the creep of compacted recycled asphalt pavement in GEO2011. Ottawa, Ontario: Canadian Geotechnical Society.
@inproceedings{Juárez-Badillo_GEO2011_916,
author = {{Juárez-Badillo, Eulalio}}
title = {The Principle of Natural Proportionality applied to the creep of compacted recycled asphalt pavement }
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 = {The Principle of Natural Proportionality applied to the creep of compacted recycled asphalt pavement }
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} }