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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.date.accessioned2021-04-21T15:29:39Z
dc.date.available2021-04-21T15:29:39Z
dc.date.issued2021
dc.identifier.issn1757-8981
dc.identifier.issn1757-899X
dc.identifier.urihttps://hdl.handle.net/11323/8170
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 fatigue.spa
dc.format.mimetypeapplication/pdfspa
dc.language.isoengspa
dc.publisherCorporación Universidad de la Costaspa
dc.rightsCC0 1.0 Universal*
dc.rights.urihttp://creativecommons.org/publicdomain/zero/1.0/*
dc.sourceIOP Conference Series: Materials Science and Engineeringspa
dc.subjectPavement designspa
dc.subjectAsphaltspa
dc.subjectLinear elasticspa
dc.subjectViscoelasticspa
dc.titleComparative analysis on strains in asphalt pavement design using linear elastic and viscoelastic theoriesspa
dc.typearticlespa
dcterms.references[1] AASHTO. (1993). Guide for Design of Pavement Structures. Washington D.C: American Association of State Highway and Transportation Officials.spa
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 design.spa
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, USA.spa
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), 670-682.spa
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 study.spa
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 Publishing.spa
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
dc.source.urlhttps://iopscience.iop.org/article/10.1088/1757-899X/1126/1/012028spa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.identifier.doidoi:10.1088/1757-899X/1126/1/012028
dc.type.hasversioninfo:eu-repo/semantics/publishedVersionspa


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