Comparative analysis on strains in asphalt pavement design using linear elastic and viscoelastic theories
In 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 aspha...
- Autores:
-
Mora, Otto
Palomino, F
Figueroa, M
Borrero, D
Castro, A
Cordoba, C
Heilbron, J
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2021
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/8170
- Acceso en línea:
- https://hdl.handle.net/11323/8170
https://repositorio.cuc.edu.co/
- Palabra clave:
- Pavement design
Asphalt
Linear elastic
Viscoelastic
- Rights
- openAccess
- License
- CC0 1.0 Universal
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| dc.title.spa.fl_str_mv |
Comparative analysis on strains in asphalt pavement design using linear elastic and viscoelastic theories |
| title |
Comparative analysis on strains in asphalt pavement design using linear elastic and viscoelastic theories |
| spellingShingle |
Comparative analysis on strains in asphalt pavement design using linear elastic and viscoelastic theories Pavement design Asphalt Linear elastic Viscoelastic |
| title_short |
Comparative analysis on strains in asphalt pavement design using linear elastic and viscoelastic theories |
| title_full |
Comparative analysis on strains in asphalt pavement design using linear elastic and viscoelastic theories |
| title_fullStr |
Comparative analysis on strains in asphalt pavement design using linear elastic and viscoelastic theories |
| title_full_unstemmed |
Comparative analysis on strains in asphalt pavement design using linear elastic and viscoelastic theories |
| title_sort |
Comparative analysis on strains in asphalt pavement design using linear elastic and viscoelastic theories |
| dc.creator.fl_str_mv |
Mora, Otto Palomino, F Figueroa, M Borrero, D Castro, A Cordoba, C Heilbron, J |
| dc.contributor.author.spa.fl_str_mv |
Mora, Otto Palomino, F Figueroa, M Borrero, D Castro, A Cordoba, C Heilbron, J |
| dc.subject.spa.fl_str_mv |
Pavement design Asphalt Linear elastic Viscoelastic |
| topic |
Pavement design Asphalt Linear elastic Viscoelastic |
| description |
In 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. |
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2021 |
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2021-04-21T15:29:39Z |
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2021-04-21T15:29:39Z |
| dc.date.issued.none.fl_str_mv |
2021 |
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https://hdl.handle.net/11323/8170 |
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doi:10.1088/1757-899X/1126/1/012028 |
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Corporación Universidad de la Costa |
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REDICUC - Repositorio CUC |
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https://repositorio.cuc.edu.co/ |
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1757-8981 1757-899X doi:10.1088/1757-899X/1126/1/012028 Corporación Universidad de la Costa REDICUC - Repositorio CUC |
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https://hdl.handle.net/11323/8170 https://repositorio.cuc.edu.co/ |
| dc.language.iso.none.fl_str_mv |
eng |
| language |
eng |
| dc.relation.references.spa.fl_str_mv |
[1] AASHTO. (1993). Guide for Design of Pavement Structures. Washington D.C: American Association of State Highway and Transportation Officials. [2] INVIAS (2014) Manual de diseño de pavimentos asfálticos para vías con medios y altos volúmenes de tránsito. Instituto nacional de Vías - INVIAS [3] INVIAS. (2008). Guía metodológica para el diseño de obras de rehabilitacion de pavimentos asfálticos en carreteras. Bogotá: Instituto nacional de Vías - INVIAS [4] Huang, Y. H. (1993). Pavement analysis and design. [5] INVIAS. (2013). Especificaciones Generales de Construcción de Carreteras en Colombia. Bogotá: Instituto nacional de Vías – INVIAS [6] Behiry, A. E. A. E. M. (2012). Fatigue and rutting lives in flexible pavement. Ain Shams Engineering Journal, 3(4), 367-374 [7] CIOH - Centro de Investigaciones Oceanográficas e Hidrográficas [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. [9] Nitharsan, R. (2011). Development of Windows-Based Version of the 3D-Move Analysis Software for Pavement Response Analysis (Doctoral dissertation). [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. [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). [12] Nagakumar. N (2013). Applications of layered theory for the analysis of flexible pavement. International Journal of Research in Engineering and Technology [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. [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. [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 Nortefd |
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Mora, OttoPalomino, FFigueroa, MBorrero, DCastro, ACordoba, CHeilbron, J2021-04-21T15:29:39Z2021-04-21T15:29:39Z20211757-89811757-899Xhttps://hdl.handle.net/11323/8170doi:10.1088/1757-899X/1126/1/012028Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/In 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.Mora, Otto-will be generated-orcid-0000-0003-4187-1681-600Palomino, FFigueroa, MBorrero, DCastro, ACordoba, CHeilbron, Japplication/pdfengCorporación Universidad de la CostaCC0 1.0 Universalhttp://creativecommons.org/publicdomain/zero/1.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2IOP Conference Series: Materials Science and Engineeringhttps://iopscience.iop.org/article/10.1088/1757-899X/1126/1/012028Pavement designAsphaltLinear elasticViscoelasticComparative analysis on strains in asphalt pavement design using linear elastic and viscoelastic theoriesArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/acceptedVersion[1] AASHTO. (1993). Guide for Design of Pavement Structures. Washington D.C: American Association of State Highway and Transportation Officials.[2] INVIAS (2014) Manual de diseño de pavimentos asfálticos para vías con medios y altos volúmenes de tránsito. Instituto nacional de Vías - INVIAS[3] INVIAS. (2008). Guía metodológica para el diseño de obras de rehabilitacion de pavimentos asfálticos en carreteras. Bogotá: Instituto nacional de Vías - INVIAS[4] Huang, Y. H. (1993). Pavement analysis and design.[5] INVIAS. (2013). Especificaciones Generales de Construcción de Carreteras en Colombia. Bogotá: Instituto nacional de Vías – INVIAS[6] Behiry, A. E. A. E. M. (2012). Fatigue and rutting lives in flexible pavement. Ain Shams Engineering Journal, 3(4), 367-374[7] CIOH - Centro de Investigaciones Oceanográficas e Hidrográficas[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.[9] Nitharsan, R. (2011). Development of Windows-Based Version of the 3D-Move Analysis Software for Pavement Response Analysis (Doctoral dissertation).[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.[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).[12] Nagakumar. N (2013). Applications of layered theory for the analysis of flexible pavement. International Journal of Research in Engineering and Technology[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.[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.[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. 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