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dc.creatorMora, Otto
dc.creatorPalomino, F
dc.creatorFigueroa, M
dc.creatorBorrero, D
dc.creatorCastro, A
dc.creatorCordoba, C
dc.creatorHeilbron, J
dc.description.abstractIn Colombia it is common to design pavements using the AASHTO 93 method and to complement it with an elastic analysis of the deformations that cause fatigue and rutting; this has repercussions on the behavior of the structure since it does not take into account the viscoelastic behavior of the asphalt mixtures, In this research, a comparison of three structures at different velocity ranges is made to compare the variation in fatigue and rutting concerning the traditional method of analysis in Colombia and to analyze the differences that may occur in linear elastic analysis and viscoelastic analysis of rutting and
dc.publisherCorporación Universidad de la Costaspa
dc.rightsCC0 1.0 Universal*
dc.sourceIOP Conference Series: Materials Science and Engineeringspa
dc.subjectPavement designspa
dc.subjectLinear elasticspa
dc.titleComparative analysis on strains in asphalt pavement design using linear elastic and viscoelastic theoriesspa
dcterms.references[1] AASHTO. (1993). Guide for Design of Pavement Structures. Washington D.C: American Association of State Highway and Transportation
dcterms.references[2] INVIAS (2014) Manual de diseño de pavimentos asfálticos para vías con medios y altos volúmenes de tránsito. Instituto nacional de Vías - INVIASspa
dcterms.references[3] INVIAS. (2008). Guía metodológica para el diseño de obras de rehabilitacion de pavimentos asfálticos en carreteras. Bogotá: Instituto nacional de Vías - INVIASspa
dcterms.references[4] Huang, Y. H. (1993). Pavement analysis and
dcterms.references[5] INVIAS. (2013). Especificaciones Generales de Construcción de Carreteras en Colombia. Bogotá: Instituto nacional de Vías – INVIASspa
dcterms.references[6] Behiry, A. E. A. E. M. (2012). Fatigue and rutting lives in flexible pavement. Ain Shams Engineering Journal, 3(4), 367-374spa
dcterms.references[7] CIOH - Centro de Investigaciones Oceanográficas e Hidrográficasspa
dcterms.references[8] Heukelom, W., & Klomp, A.J.G. (1962). Dynamic testing as a means of controlling pavements during and after construction. Proc., of 1st Int. Conf. on Structural Design of Asphalt Pavements,
dcterms.references[9] Nitharsan, R. (2011). Development of Windows-Based Version of the 3D-Move Analysis Software for Pavement Response Analysis (Doctoral dissertation).spa
dcterms.references[10] Moghaddam, T. B., Karim, M. R., & Abdelaziz, M. (2011). A review on fatigue and rutting performance of asphalt mixes. Scientific Research and Essays, 6(4),
dcterms.references[11] Ekwulo, E. O., & Eme, D. B. (2009). Fatigue and rutting strain analysis of flexible pavements designed using CBR methods. African Journal of Environmental Science and Technology, 3(12).spa
dcterms.references[12] Nagakumar. N (2013). Applications of layered theory for the analysis of flexible pavement. International Journal of Research in Engineering and Technologyspa
dcterms.references[13] Mora, O., Murillo, M., Rosanía, T., Castañeda Amashta, A. G., Pinto, R., & Padilla-Muñoz, A. (2020). Analysis of CBR design value selection methods on flexible pavement design: Colombia case
dcterms.references[14] Usman, R. S., Setyawan, A., & Suprapto, M. (2018, March). Prediction of pavement remaining service life based on repetition of load and permanent deformation. In IOP Conference Series: Materials Science and Engineering (Vol. 333, No. 1, p. 012089). IOP
dcterms.references[15] Mora (2016). Desarrollar de una metodología para diseño de pavimentos que permita incorporar el efecto de la rugosidad en la carga dinámica transmitida al pavimento. Tesis de maestria. Universidad del Nortefdspa

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