Comparison between the subgrade resilient module determined in the laboratory and retrocaculated adjustment factor C
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References
Baladi, G., Dawson, T. y Sessions, C., (2009). Pavement subgrade MR design values for Michigan’s seasonal changes, Final Report No RC-1531. Míchigan: Universidad del Estado de Míchigan.
Federal Highway Administration (FHWA). (1997). Design pamphlet for the determination of design subgrade in support of the 1993 AASHTO guide for the design of pavement structures. No FHWA-RD-97-083. Washington: Autor.
Higuera, C. (2010). Caracterización de la resistencia de la subrasante con la información del deflectómetro de impacto. Revista Facultad de Ingeniería Universidad Pedagógica y Tecnológica de Colombia, 29(28), 73-92.
Instituto Mexicano del Transporte (IMT) (1998). Evaluación estructural no destructiva de pavimentos. Sanfandila: Secretaría de Comunicaciones y Transportes.
Monzón, J. (2012). Influencia del comportamiento viscoso de arcillas sobre el módulo resiliente y la deformación permanente de subrasantes (trabajo de grado). Bogotá: Pontificia Universidad Javeriana.
Rivera, J. et al. (2012). Avances en el desarrollo de la metodología para la valoración modular por retrocálculo de capas no ligadas mediante la utilización del light weight deflectometer. XVI Congreso Argentino de Vialidad y Tránsito. Córdoba: Asociación Argentina de la Carretera..
Rohde, G. T. (1994). Determining pavement structural number from FWD testing. Washington: Transportation Research Record.
Urbáez, E. et al. (2004). Estimación del valor “C” incluido en el método AASHTO-93 para el retro-cálculo modular de la sub-rasante. Caso práctico. III Congreso Venezolano del Asfalto. Barquisimeto: COVEAS.