Modeling of Asphalt Pavement Considering the Application of Empirical and Mechanistic Design Methodologies
Road infrastructure projects are essential for the economic growth and development of a country, because they provide great advantages in the mobility of people, as well as goods or consumer products, thus making it possible for transport costs to be cheaper and thus also improving the safety and co...
- Autores:
-
Wilches, Fernando Jove
Caballero Guerrero, Álvaro Rafael
Patrón Lambraño, Giancarlo
- Tipo de recurso:
- Fecha de publicación:
- 2020
- Institución:
- Universidad Tecnológica de Bolívar
- Repositorio:
- Repositorio Institucional UTB
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.utb.edu.co:20.500.12585/10007
- Acceso en línea:
- https://hdl.handle.net/20.500.12585/10007
- Palabra clave:
- AASHTO-93 method
Asphalt pavements
Fatigue laws
Mechanistic methods
Pavement design
LEMB
- Rights
- openAccess
- License
- http://creativecommons.org/licenses/by-nc-nd/4.0/
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dc.title.spa.fl_str_mv |
Modeling of Asphalt Pavement Considering the Application of Empirical and Mechanistic Design Methodologies |
title |
Modeling of Asphalt Pavement Considering the Application of Empirical and Mechanistic Design Methodologies |
spellingShingle |
Modeling of Asphalt Pavement Considering the Application of Empirical and Mechanistic Design Methodologies AASHTO-93 method Asphalt pavements Fatigue laws Mechanistic methods Pavement design LEMB |
title_short |
Modeling of Asphalt Pavement Considering the Application of Empirical and Mechanistic Design Methodologies |
title_full |
Modeling of Asphalt Pavement Considering the Application of Empirical and Mechanistic Design Methodologies |
title_fullStr |
Modeling of Asphalt Pavement Considering the Application of Empirical and Mechanistic Design Methodologies |
title_full_unstemmed |
Modeling of Asphalt Pavement Considering the Application of Empirical and Mechanistic Design Methodologies |
title_sort |
Modeling of Asphalt Pavement Considering the Application of Empirical and Mechanistic Design Methodologies |
dc.creator.fl_str_mv |
Wilches, Fernando Jove Caballero Guerrero, Álvaro Rafael Patrón Lambraño, Giancarlo |
dc.contributor.author.none.fl_str_mv |
Wilches, Fernando Jove Caballero Guerrero, Álvaro Rafael Patrón Lambraño, Giancarlo |
dc.subject.keywords.spa.fl_str_mv |
AASHTO-93 method Asphalt pavements Fatigue laws Mechanistic methods Pavement design |
topic |
AASHTO-93 method Asphalt pavements Fatigue laws Mechanistic methods Pavement design LEMB |
dc.subject.armarc.none.fl_str_mv |
LEMB |
description |
Road infrastructure projects are essential for the economic growth and development of a country, because they provide great advantages in the mobility of people, as well as goods or consumer products, thus making it possible for transport costs to be cheaper and thus also improving the safety and comfort of road users. In Colombia, the main transportation system is made up of highways, most of which are projected on asphalt structures. For Colombia, as for many Latin American countries, the most commonly used method for the design of asphalt pavements is the AASHTO 1993, on which some design manuals implemented by the Instituto Nacional de Vias (INVIAS) of Colombia are based, as is the case of the Manual de Diseño de Pavimentos Asfálticos en Vías con Medios y Altos Volúmenes de Tránsito. The AASHTO method allows to determine from proposed pavement structures, the number of admissible repetitions that it can withstand in terms of equivalent standard axles of 8.2 tons. This is an empirical method based on trials, field tests and experience, which has been used for a long time. However, at present the use of design methods that are based more on the properties and mechanical behavior of materials is gaining popularity, which are called mechanistic methods. The purpose of this work is to compare the results obtained in the design of asphalt pavement structures by the methods of the AASHTO 1993, the INA, the SHELL and the Transport and Road Research Laboratory (TRRL), from 7 traffic steps (Wt = 10,000, 50,000, 100,000, 500,000, 1,000,000, 5,000,000 and 10,000,000 of standard 80 kN) and for three subgrade conditions of the foundation soils (CBR = 3.0, 5.0 and 10.0%). The pavement structure selected for this study consisted of an asphalt layer supported on a granular base that in turn rested on the subgrade. For the calculation of the deformations generated in the proposed models and used to apply the mechanistic methods, the PITRA PAVE and EVERSTRESS FE software were used, which are based on elastic theory and finite element theory, respectively. |
publishDate |
2020 |
dc.date.issued.none.fl_str_mv |
2020 |
dc.date.accessioned.none.fl_str_mv |
2021-02-15T16:32:07Z |
dc.date.available.none.fl_str_mv |
2021-02-15T16:32:07Z |
dc.date.submitted.none.fl_str_mv |
2021-02-12 |
dc.type.coarversion.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.hasVersion.spa.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.spa.spa.fl_str_mv |
http://purl.org/coar/resource_type/c_2df8fbb1 |
status_str |
publishedVersion |
dc.identifier.citation.spa.fl_str_mv |
Wilches, F., Caballero Guerrero, Á. and Lambraño, G., 2020. Modeling of Asphalt Pavement Considering the Application of Empirical and Mechanistic Design Methodologies. International Journal of Engineering Research and Technology, 13(11), p.3919. |
dc.identifier.issn.none.fl_str_mv |
0974-3154 |
dc.identifier.uri.none.fl_str_mv |
https://hdl.handle.net/20.500.12585/10007 |
dc.identifier.doi.none.fl_str_mv |
10.37624/IJERT/13.11.2020.3919-3926 |
dc.identifier.instname.spa.fl_str_mv |
Universidad Tecnológica de Bolívar |
dc.identifier.reponame.spa.fl_str_mv |
Repositorio Universidad Tecnológica de Bolívar |
identifier_str_mv |
Wilches, F., Caballero Guerrero, Á. and Lambraño, G., 2020. Modeling of Asphalt Pavement Considering the Application of Empirical and Mechanistic Design Methodologies. International Journal of Engineering Research and Technology, 13(11), p.3919. 0974-3154 10.37624/IJERT/13.11.2020.3919-3926 Universidad Tecnológica de Bolívar Repositorio Universidad Tecnológica de Bolívar |
url |
https://hdl.handle.net/20.500.12585/10007 |
dc.language.iso.spa.fl_str_mv |
eng |
language |
eng |
dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
dc.rights.uri.*.fl_str_mv |
http://creativecommons.org/licenses/by-nc-nd/4.0/ |
dc.rights.accessRights.spa.fl_str_mv |
info:eu-repo/semantics/openAccess |
dc.rights.cc.*.fl_str_mv |
Attribution-NonCommercial-NoDerivatives 4.0 Internacional |
rights_invalid_str_mv |
http://creativecommons.org/licenses/by-nc-nd/4.0/ Attribution-NonCommercial-NoDerivatives 4.0 Internacional http://purl.org/coar/access_right/c_abf2 |
eu_rights_str_mv |
openAccess |
dc.format.extent.none.fl_str_mv |
8 páginas |
dc.format.mimetype.spa.fl_str_mv |
application/pdf |
dc.publisher.place.spa.fl_str_mv |
Cartagena de Indias |
dc.source.spa.fl_str_mv |
International Journal of Engineering Research and Technology Volume 13, Issue 11, 2020 |
institution |
Universidad Tecnológica de Bolívar |
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Wilches, Fernando Jove003ef6f8-4e0e-4459-b741-285f4b9dac72Caballero Guerrero, Álvaro Rafael9fb19b2c-f60b-4c73-97c7-a69bb4f76bbbPatrón Lambraño, Giancarlo420a56c7-e1d0-4a43-9dac-ce3875fda0442021-02-15T16:32:07Z2021-02-15T16:32:07Z20202021-02-12Wilches, F., Caballero Guerrero, Á. and Lambraño, G., 2020. Modeling of Asphalt Pavement Considering the Application of Empirical and Mechanistic Design Methodologies. International Journal of Engineering Research and Technology, 13(11), p.3919.0974-3154https://hdl.handle.net/20.500.12585/1000710.37624/IJERT/13.11.2020.3919-3926Universidad Tecnológica de BolívarRepositorio Universidad Tecnológica de BolívarRoad infrastructure projects are essential for the economic growth and development of a country, because they provide great advantages in the mobility of people, as well as goods or consumer products, thus making it possible for transport costs to be cheaper and thus also improving the safety and comfort of road users. In Colombia, the main transportation system is made up of highways, most of which are projected on asphalt structures. For Colombia, as for many Latin American countries, the most commonly used method for the design of asphalt pavements is the AASHTO 1993, on which some design manuals implemented by the Instituto Nacional de Vias (INVIAS) of Colombia are based, as is the case of the Manual de Diseño de Pavimentos Asfálticos en Vías con Medios y Altos Volúmenes de Tránsito. The AASHTO method allows to determine from proposed pavement structures, the number of admissible repetitions that it can withstand in terms of equivalent standard axles of 8.2 tons. This is an empirical method based on trials, field tests and experience, which has been used for a long time. However, at present the use of design methods that are based more on the properties and mechanical behavior of materials is gaining popularity, which are called mechanistic methods. The purpose of this work is to compare the results obtained in the design of asphalt pavement structures by the methods of the AASHTO 1993, the INA, the SHELL and the Transport and Road Research Laboratory (TRRL), from 7 traffic steps (Wt = 10,000, 50,000, 100,000, 500,000, 1,000,000, 5,000,000 and 10,000,000 of standard 80 kN) and for three subgrade conditions of the foundation soils (CBR = 3.0, 5.0 and 10.0%). The pavement structure selected for this study consisted of an asphalt layer supported on a granular base that in turn rested on the subgrade. For the calculation of the deformations generated in the proposed models and used to apply the mechanistic methods, the PITRA PAVE and EVERSTRESS FE software were used, which are based on elastic theory and finite element theory, respectively.8 páginasapplication/pdfenghttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessAttribution-NonCommercial-NoDerivatives 4.0 Internacionalhttp://purl.org/coar/access_right/c_abf2International Journal of Engineering Research and Technology Volume 13, Issue 11, 2020Modeling of Asphalt Pavement Considering the Application of Empirical and Mechanistic Design Methodologiesinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85AASHTO-93 methodAsphalt pavementsFatigue lawsMechanistic methodsPavement designLEMBCartagena de IndiasInvestigadoresSolminihac, H, Echeveguren, T, Chamorro, A (2018) Gestión de Infraestructura Vial: Tercera edición. Cited 25 times. Ediciones UC, Santiago de ChileRuiz, J (2011) El transporte por carretera 2da Edición, Marge Books, BarcelonaMacea-Mercado, L, Morales, L, Márquez-Díaz, L Un sistema de gestión de pavimentos basado en nuevas tecnologías para países en vía de desarrollo (2016) Ingeniería, Investigación y Tecnología, 17 (2), pp. 223-236. Cited 2 times. https://doi.org/10.1016/j.riit.2016.06.007Rico, A, Téllez, R, Garnica, P (1998) Pavimentos Flexibles: Problemática, Metodologías de Diseño y Tendencias Instituto Mexicano del Transporte, Sanfandila, Qro https://www.imt.mx/archivos/Publicaciones/PublicacionTecnica/pt104.pdf(2006) Geotechnical Aspects of Pavements. Cited 84 times. Federal Highway Administration FHWA, Publicatio FHWA NHI-05-037. Washington: Federal Highway Administration. U.S. Department of Transportación. Chapter 3. Recuperado de https://www.fhwa.dot.gov/engineering/geotech/pubs/05037/03b.cfm#s05aGarnica, P, Gómez, J, Sesma, J (2002) Mecánica de materiales para pavimentos. Cited 2 times. Sanfandila, Instituto Mexicano del Transporte, Qro, Recuperado de https://www.imt.mx/archivos/Publicaciones/PublicacionTecnica/pt197.pdfGarnica, P, Correa, A (2004) Conceptos mecanicistas en pavimentos. Cited 4 times. Instituto Mexicano del Transporte, Sanfandila, Qro, Recuperado de https://www.imt.mx/archivos/Publicaciones/PublicacionTecnica/pt258.pdfRodríguez, M., Thenoux, G., González, Á. Probabilistic assessment of asphalt pavement design (2016) Revista Ingenieria de Construccion, 31 (2), pp. 159-166. Cited 2 times. http://www.ricuc.cl/index.php/ric/article/download/159/pdfOrobio, A., Gil, J. Construction cost analysis related to the mechanistic design of pavements with different fatigue models (Open Access) (2015) Revista Ingenieria de Construccion, 30 (3), pp. 177-188. Cited 2 times. http://www.ricuc.cl/index.php/ric/article/download/526/pdf_1 doi: 10.4067/s0718-50732015000300003(1993) AASHTO Guide for Design of Pavement Structures. Cited 1179 times. American Association of State Highway and Transportation Officials, Washington, D.CMontejo, A (2016) Ingeniería de pavimentos. Cited 12 times. 3th edition, Universidad Católica de Colombia, Bogotá(2015) Manual de Diseño de Pavimentos Asfalticos en Vías con Medios y altos Volúmenes de Transito. Cited 5 times. Ministerio de Transporte, Instituto Nacional de Vías, Bogotá, D.CSandoval, H, Hernando, C Leyes de comportamiento de la deformación radial admisible de tracción en pavimentos flexibles (2007) Facultad de Ingeniería, 16 (23), pp. 47-58. 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