Viabilidad Mecánica del RAP Estabilizado con Emulsión Para Capas de Base en Infraestructura Vial

El presente trabajo evaluó el desempeño mecánico del material fresado de pavimentos asfálticos (RAP) estabilizado con emulsión asfáltica para su uso en capas de base de pavimentos flexibles. El programa experimental incluyó la caracterización volumétrica, el ensayo de CBR en condición saturada, la r...

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Autores:: Méndez Cantillo, Jesús Alfonso

Tipo de recurso:: Trabajo de grado de pregrado

Fecha de publicación:: 2024

Institución:: Corporación Universidad de la Costa

Repositorio:: REDICUC - Repositorio CUC

Idioma:: spa

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repository_id_str
dc.title.none.fl_str_mv	Viabilidad Mecánica del RAP Estabilizado con Emulsión Para Capas de Base en Infraestructura Vial
title	Viabilidad Mecánica del RAP Estabilizado con Emulsión Para Capas de Base en Infraestructura Vial
spellingShingle	Viabilidad Mecánica del RAP Estabilizado con Emulsión Para Capas de Base en Infraestructura Vial RAP Emulsión asfáltica Base estabilizada Pavimentos flexibles Capacidad de soporte Resistencia mecánica Módulo secante Asphalt emulsion Stabilized base Flexible pavements Bearing capacity Mechanical strength Secant modulus
title_short	Viabilidad Mecánica del RAP Estabilizado con Emulsión Para Capas de Base en Infraestructura Vial
title_full	Viabilidad Mecánica del RAP Estabilizado con Emulsión Para Capas de Base en Infraestructura Vial
title_fullStr	Viabilidad Mecánica del RAP Estabilizado con Emulsión Para Capas de Base en Infraestructura Vial
title_full_unstemmed	Viabilidad Mecánica del RAP Estabilizado con Emulsión Para Capas de Base en Infraestructura Vial
title_sort	Viabilidad Mecánica del RAP Estabilizado con Emulsión Para Capas de Base en Infraestructura Vial
dc.creator.fl_str_mv	Méndez Cantillo, Jesús Alfonso
dc.contributor.advisor.none.fl_str_mv	Guerrero Bustamante, Oswaldo de Jesus Borrero Restrepo, Diego José
dc.contributor.author.none.fl_str_mv	Méndez Cantillo, Jesús Alfonso
dc.contributor.jury.none.fl_str_mv	Dawd Bermejo, Ibrahim Duque Felfle, Jose Alejandro Dawd Bermejo, Ibrahim
dc.subject.proposal.spa.fl_str_mv	RAP Emulsión asfáltica Base estabilizada Pavimentos flexibles Capacidad de soporte Resistencia mecánica Módulo secante
topic	RAP Emulsión asfáltica Base estabilizada Pavimentos flexibles Capacidad de soporte Resistencia mecánica Módulo secante Asphalt emulsion Stabilized base Flexible pavements Bearing capacity Mechanical strength Secant modulus
dc.subject.proposal.eng.fl_str_mv	Asphalt emulsion Stabilized base Flexible pavements Bearing capacity Mechanical strength Secant modulus
description	El presente trabajo evaluó el desempeño mecánico del material fresado de pavimentos asfálticos (RAP) estabilizado con emulsión asfáltica para su uso en capas de base de pavimentos flexibles. El programa experimental incluyó la caracterización volumétrica, el ensayo de CBR en condición saturada, la resistencia a compresión simple, la resistencia a tracción indirecta, considerando tres contenidos de emulsión residual (3, 4 y 5 %) y dos períodos de curado (7 y 28 días). Como material patrón se empleó una base estabilizada de referencia tipo BE-25 de la normativa INVIAS. Los resultados mostraron que el RAP sin aglutinar presentó un CBR inicial bajo, en este caso de 28%, en contraste con la BE-25, que alcanzo valores de 62%, aunque ambos cumplieron con los requisitos normativos mínimos. Tras la estabilización, las mezclas con RAP registraron incrementos significativos en todas las propiedades evaluadas, destacándose la dosificación con 4% de emulsión, que alcanzó valores de resistencia y rigidez muy próximos a los de la mezcla de referencia. El tiempo de curado fue determinante en el desarrollo de las propiedades mecánicas, con aumentos de entre 30 y 40 % respecto a los valores obtenidos a siete días. En conjunto, los hallazgos confirman la viabilidad técnica del RAP estabilizado con emulsión como alternativa sostenible y de alto desempeño para capas de base en pavimentos flexibles.
publishDate	2024
dc.date.issued.none.fl_str_mv	2024-11-26
dc.date.accessioned.none.fl_str_mv	2025-10-17T19:14:33Z
dc.date.available.none.fl_str_mv	2025-10-17T19:14:33Z
dc.type.none.fl_str_mv	Trabajo de grado - Pregrado
dc.type.coar.none.fl_str_mv	http://purl.org/coar/resource_type/c_7a1f
dc.type.content.none.fl_str_mv	Text
dc.type.driver.none.fl_str_mv	info:eu-repo/semantics/bachelorThesis
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dc.type.version.none.fl_str_mv	info:eu-repo/semantics/acceptedVersion
format	http://purl.org/coar/resource_type/c_7a1f
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dc.identifier.uri.none.fl_str_mv	https://hdl.handle.net/11323/14442
dc.identifier.instname.none.fl_str_mv	Corporación Universidad de la Costa
dc.identifier.reponame.none.fl_str_mv	REDICUC - Repositorio CUC
dc.identifier.repourl.none.fl_str_mv	https://repositorio.cuc.edu.co/
url	https://hdl.handle.net/11323/14442 https://repositorio.cuc.edu.co/
identifier_str_mv	Corporación Universidad de la Costa REDICUC - Repositorio CUC
dc.language.iso.none.fl_str_mv	spa
language	spa
dc.relation.references.none.fl_str_mv	Al-Qadi, I. L., Aurangzeb, Q., Carpenter, S. H., Pine, W. J., & Trepanier, J. (2012). Impact of High RAP Content on Structural and Performance Properties of Asphalt Mixtures Illinois Center for Transportation. Illinois Center for Transportation Series No. 12-002. Amouzadeh Omrani, M., Babagoli, R., & Hasirchian, M. (2025). Predictive modeling of mechanical properties in cold recycled asphalt mixtures enhanced with industrial byproducts. Case Studies in Construction Materials, 23, e05202. https://doi.org/10.1016/j.cscm.2025.e05202 Andrews, J. K., Radhakrishnan, V., Koshy, R. Z., Chowdary, V., & Subhash, T. K. (2023). Field investigation of material layer properties for emulsion-treated base layer application in low-volume roads. International Journal of Pavement Engineering, 24(1). https://doi.org/10.1080/10298436.2023.2190117 Bastidas-Martínez, J. G., Ruge, J. C., Paba, I. J., Vasquez, F., & Rojas Suárez, J. P. (2020). Physical mechanical performance of asphaltic emulsions in road oil for flexible pavements. Journal of Physics: Conference Series, 1645(1), 012011. https://doi.org/10.1088/1742-6596/1645/1/012011 Bohn, K. A., Thives, L. P., & Specht, L. P. (2023). Physical, Rheological, and Permanent Deformation Behaviors of WMA-RAP Asphalt Binders. Sustainability, 15(18), 13737. https://doi.org/10.3390/su151813737 Burak F. Tanyu, Saad Ullah, & Emre Akmaz. (2021). Optimizing Reclaimed Asphalt Pavement (RAP) Content in Unbound Base Aggregate. Carpani, C., Bocci, E., & Bocci, M. (2023). Characterization of Cold Recycled Asphalt Mixtures including Reinforcing Fibers. Sustainability, 15(23), 16209. https://doi.org/10.3390/su152316209 Chen, Z., Liang, Y., Yang, J., Xu, T., & Sun, L. (2020). Improved Design Method of Emulsified Asphalt Cold Recycled Mixture. Frontiers in Materials, 7. https://doi.org/10.3389/fmats.2020.00207 Coelho, L. M., & Guimarães, A. C. R. (2025). Effect of Compaction Temperature on the Mechanical Behavior of Granular Base Containing RAP. In Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 5 (pp. 129–137). https://doi.org/10.1007/978-981-97-8229-1_14 Coelho, L. M., Guimarães, A. C. R., Azevedo, A. R. G. de, & Monteiro, S. N. (2024). Sustainable Reclaimed Asphalt Emulsified Granular Mixture for Pavement Base Stabilization: Prediction of Mechanical Behavior Based on Repeated Load Triaxial Tests. Sustainability, 16(13), 5335. https://doi.org/10.3390/su16135335 Elliot, T., Carter, A., Ghattuwar, S., & Levasseur, A. (2023). Environmental impacts of road pavement rehabilitation. Transportation Research Part D: Transport and Environment, 118, 103720. https://doi.org/10.1016/j.trd.2023.103720 Foxlow, J. J., Daniel, J. S., & Swamy, A. K. (2011). RAP or RAS? The differences in performance of HMA containing reclaimed asphalt pavement and reclaimed asphalt shingles. Asphalt Paving Technology: Association of Asphalt Paving Technologists- Proceedings of the Technical Sessions, 80, 347–373. https://www.scopus.com/inward/record.uri?eid=2-s2.0- 84857301712&partnerID=40&md5=3979cbbe625a238b75e57045b040511a Garraín, D., & Lechón, Y. (2019). Environmental footprint of a road pavement rehabilitation service in Spain. Journal of Environmental Management, 252, 109646. https://doi.org/10.1016/j.jenvman.2019.109646 Guerrero-Bustamante, O., Guillen, A., Moreno-Navarro, F., Rubio-Gámez, M. C., & Sol- Sánchez, M. (2024). Toward sustainable railway track foundation: Recycling RAP from road asphalt pavements. Construction and Building Materials, 439, 137436. https://doi.org/10.1016/j.conbuildmat.2024.137436 Guerrero-Bustamante, O., Guillen, A., Moreno-Navarro, F., Rubio-Gámez, M. C., & Sol- Sánchez, M. (2025a). Cold Mix Asphalt for sustainable bituminous sub-ballast for railway: mechanical, vibratory and environmental assessment. Journal of Cleaner Production, 520, 146092. https://doi.org/10.1016/j.jclepro.2025.146092 Guerrero-Bustamante, O., Guillen, A., Moreno-Navarro, F., Rubio-Gámez, M. C., & Sol- Sánchez, M. (2025b). Suitable Granular Road Base from Reclaimed Asphalt Pavement. Materials, 18(4), 854. https://doi.org/10.3390/ma18040854 Guthrie, W. S., Cooley, D., & Eggett, D. L. (2007). Effects of Reclaimed Asphalt Pavement on Mechanical Properties of Base Materials. Transportation Research Record: Journal of the Transportation Research Board, 2005(1), 44–52. https://doi.org/10.3141/2005-06 Han, D., Liu, G., Xi, Y., & Zhao, Y. (2023). Research on long-term strength formation and performance evolution with curing in cold recycled asphalt mixture. Case Studies in Construction Materials, 18, e01757. https://doi.org/10.1016/j.cscm.2022.e01757 Hoppe, E. J., Lane, D. S., Fitch, G. M., & Shetty, S. (2015). Feasibility of reclaimed asphalt pavement (RAP) use as road base and subbase material. Jain, S., & Singh, B. (2021). Cold mix asphalt: An overview. Journal of Cleaner Production, 280, 124378. https://doi.org/10.1016/j.jclepro.2020.124378 Jiang, Y., Lin, H., Han, Z., & Deng, C. (2019). Fatigue Properties of Cold-Recycled Emulsified Asphalt Mixtures Fabricated by Different Compaction Methods. Sustainability, 11(12), 3483. https://doi.org/10.3390/su11123483 Lei, Y., Zhang, Q., Nielsen, C., & He, K. (2011). An inventory of primary air pollutants and CO2 emissions from cement production in China, 1990–2020. Atmospheric Environment, 45(1), 147–154. https://doi.org/10.1016/j.atmosenv.2010.09.034 Li, J., Li, M., & Wu, H. (2023). Key Performance Analysis of Emulsified Asphalt Cold Recycling Mixtures of the Middle Layer of Pavement Structure. Materials, 16(4), 1613. https://doi.org/10.3390/ma16041613 Li, R., Leng, Z., Wang, Y., & Zou, F. (2020). Characterization and correlation analysis of mechanical properties and electrical resistance of asphalt emulsion cold-mix asphalt. Construction and Building Materials, 263, 119974. https://doi.org/10.1016/j.conbuildmat.2020.119974 Lu, D. X., Balasubramaniam, G., Enfrin, M., & Giustozzi, F. (2025). Can RAP from Crumb Rubber-Modified Asphalt Mixtures be Recycled Seamlessly as Standard RAP? A Comprehensive Laboratory Study. International Journal of Pavement Research and Technology. https://doi.org/10.1007/s42947-025-00512-9 Martínez-Echevarría, M. J., Tejeda, E., Rubio, M. C., & Moreno, F. (2013). Evaluación del dispositivo Pavement Quality Indicator (PQI) en la determinación de la densidad in situ de mezclas fabricadas con emulsión bituminosa. Materiales de Construcción, 63(309), 93–104. https://doi.org/10.3989/mc.2013.03311 Meneses, J. P. C., Vasconcelos, K., & Bernucci, L. L. B. (2022). Stiffness assessment of cold recycled asphalt mixtures – Aspects related to filler type, stress state, viscoelasticity, and suction. Construction and Building Materials, 318, 126003. https://doi.org/10.1016/j.conbuildmat.2021.126003 Moreno-Navarro, F., Sierra-Carrillo de Albornoz, F. J., Sol-Sánchez, M., & Rubio-Gámez, M. C. (2023). MASAI: sustainable, automated and intelligent asphalt materials. The way to the next generation of asphalt pavements. Road Materials and Pavement Design, 24(sup1), 486–505. https://doi.org/10.1080/14680629.2023.2181007 Mousa, E., El-Badawy, S., & Azam, A. (2021). Evaluation of reclaimed asphalt pavement as base/subbase material in Egypt. Transportation Geotechnics, 26, 100414. https://doi.org/10.1016/j.trgeo.2020.100414 Orosa, P., Pérez, I., & Pasandín, A. R. (2022). Evaluation of the shear and permanent deformation properties of cold in-place recycled mixtures with bitumen emulsion using triaxial tests. Construction and Building Materials, 328, 127054. https://doi.org/10.1016/j.conbuildmat.2022.127054 Salaripoor, H., Yousefi, H., & Abdoos, M. (2025). Life cycle environmental assessment of Refuse-Derived Fuel (RDF) as an alternative to fossil fuels in cement production: A sustainable approach for mitigating carbon emissions. Fuel Communications, 22, 100135. https://doi.org/10.1016/j.jfueco.2025.100135 Sangiorgi, C., Tataranni, P., Simone, A., Vignali, V., Lantieri, C., & Dondi, G. (2017). A laboratory and filed evaluation of Cold Recycled Mixture for base layer entirely made with Reclaimed Asphalt Pavement. Construction and Building Materials, 138, 232–239. https://doi.org/10.1016/j.conbuildmat.2017.02.004 Seferoğlu, A. G., Seferoğlu, M. T., & Akpinar, M. V. (2018). Experimental study on cement- treated and untreated RAP blended bases: Cyclic plate loading test. Construction and Building Materials, 182, 580–587. https://doi.org/10.1016/j.conbuildmat.2018.06.160 Tam, V. W. Y., Soomro, M., & Evangelista, A. C. J. (2018). A review of recycled aggregate in concrete applications (2000–2017). Construction and Building Materials, 172, 272–292. https://doi.org/10.1016/j.conbuildmat.2018.03.240 Wang, D., Yao, H., Yue, J., Hu, S., Liu, J., Xu, M., & Chen, S. (2021). Compaction Characteristics of Cold Recycled Mixtures with Asphalt Emulsion and Their Influencing Factors. Frontiers in Materials, 8. https://doi.org/10.3389/fmats.2021.575802 Wen, H., & Wu, M. (2011). Evaluate High Percentage Recycled Asphalt Pavement as Base Materials (Issues TNW2011-15). https://rosap.ntl.bts.gov/view/dot/60598 Zhao, H., Su, J., Ma, S., Su, C., Wang, X., Li, Z., Wei, J., & Cui, S. (2022). Study on Cold Recycled Asphalt Mixtures with Emulsified/Foamed Asphalt in the Laboratory and On- Site. Coatings, 12(7), 1009. https://doi.org/10.3390/coatings12071009
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dc.publisher.place.none.fl_str_mv	Barranquilla, Colombia
dc.publisher.program.none.fl_str_mv	Ingeniería Civil
dc.publisher.branch.none.fl_str_mv	Corporación Universidad de la Costa
publisher.none.fl_str_mv	Corporacion Universidad de la Costa
institution	Corporación Universidad de la Costa
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spelling	Atribución-NoComercial-CompartirIgual 4.0 Internacional (CC BY-NC-SA 4.0)https://creativecommons.org/licenses/by-nc-sa/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Guerrero Bustamante, Oswaldo de JesusBorrero Restrepo, Diego JoséMéndez Cantillo, Jesús AlfonsoDawd Bermejo, IbrahimDuque Felfle, Jose AlejandroDawd Bermejo, Ibrahim2025-10-17T19:14:33Z2025-10-17T19:14:33Z2024-11-26https://hdl.handle.net/11323/14442Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/El presente trabajo evaluó el desempeño mecánico del material fresado de pavimentos asfálticos (RAP) estabilizado con emulsión asfáltica para su uso en capas de base de pavimentos flexibles. El programa experimental incluyó la caracterización volumétrica, el ensayo de CBR en condición saturada, la resistencia a compresión simple, la resistencia a tracción indirecta, considerando tres contenidos de emulsión residual (3, 4 y 5 %) y dos períodos de curado (7 y 28 días). Como material patrón se empleó una base estabilizada de referencia tipo BE-25 de la normativa INVIAS. Los resultados mostraron que el RAP sin aglutinar presentó un CBR inicial bajo, en este caso de 28%, en contraste con la BE-25, que alcanzo valores de 62%, aunque ambos cumplieron con los requisitos normativos mínimos. Tras la estabilización, las mezclas con RAP registraron incrementos significativos en todas las propiedades evaluadas, destacándose la dosificación con 4% de emulsión, que alcanzó valores de resistencia y rigidez muy próximos a los de la mezcla de referencia. El tiempo de curado fue determinante en el desarrollo de las propiedades mecánicas, con aumentos de entre 30 y 40 % respecto a los valores obtenidos a siete días. En conjunto, los hallazgos confirman la viabilidad técnica del RAP estabilizado con emulsión como alternativa sostenible y de alto desempeño para capas de base en pavimentos flexibles.This study evaluated the mechanical performance of reclaimed asphalt pavement (RAP) stabilized with asphalt emulsion for use in base layers of flexible pavements. The experimental program included volumetric characterization, the CBR test under saturated conditions, unconfined compressive strength, and indirect tensile strength, considering three residual emulsion contents (3, 4 and 5 %) and two curing periods (7 and 28 days). A stabilized reference base type BE-25, as defined by the INVIAS specifications, was employed as control material. The results showed that untreated RAP presented a low initial CBR, in this case 28%, in contrast with the BE-25, which reached values of 62%, although both met the minimum normative requirements. After stabilization, RAP mixtures recorded significant increases in all the evaluated properties, with the 4% emulsion dosage standing out, reaching strength and stiffness values very close to those of the reference mixture. The curing period was decisive in the development of mechanical properties, with increases between 30 and 40 % compared to the values obtained at seven days. Overall, the findings confirm the technical feasibility of RAP stabilized with asphalt emulsion as a sustainable and high-performance alternative for base layers in flexible pavements. Keywords: RAPLista de Tablas y Figuras 7--Introducción 8--Planteamiento del Problema 10--Objetivos 12--Objetivo General 12--Objetivos Específicos 12--Marco Teórico 14--Capas de la Capa de Base en Pavimentos Flexibles 14--Material Fresado de Pavimentos (RAP) 14--Emulsión Asfáltica 15--Estabilización con Emulsión Asfáltica 15--Propiedades Mecánicas Relevantes 16--Estado del Arte 17--Metodología 24--Materiales 24--RAP 24--Base Estabilizada de Referencia (BE) 26--Emulsión Catiónica 27--Preparación de mezclas 28--Plan de Ensayos 29--Resultados 32--Conclusiones y Recomendaciones 41--Futuras Líneas de Investigación 42--Referencias 43--Ingeniero(a) CivilPregrado48 paginasapplication/pdfspaCorporacion Universidad de la CostaCivil y AmbientalBarranquilla, ColombiaIngeniería CivilCorporación Universidad de la CostaViabilidad Mecánica del RAP Estabilizado con Emulsión Para Capas de Base en Infraestructura VialTrabajo de grado - Pregradohttp://purl.org/coar/resource_type/c_7a1fTextinfo:eu-repo/semantics/bachelorThesishttp://purl.org/redcol/resource_type/TPinfo:eu-repo/semantics/acceptedVersionAl-Qadi, I. L., Aurangzeb, Q., Carpenter, S. H., Pine, W. J., & Trepanier, J. (2012). Impact of High RAP Content on Structural and Performance Properties of Asphalt Mixtures Illinois Center for Transportation. Illinois Center for Transportation Series No. 12-002.Amouzadeh Omrani, M., Babagoli, R., & Hasirchian, M. (2025). Predictive modeling of mechanical properties in cold recycled asphalt mixtures enhanced with industrial byproducts. Case Studies in Construction Materials, 23, e05202. https://doi.org/10.1016/j.cscm.2025.e05202Andrews, J. K., Radhakrishnan, V., Koshy, R. Z., Chowdary, V., & Subhash, T. K. (2023). Field investigation of material layer properties for emulsion-treated base layer application in low-volume roads. International Journal of Pavement Engineering, 24(1). https://doi.org/10.1080/10298436.2023.2190117Bastidas-Martínez, J. G., Ruge, J. C., Paba, I. J., Vasquez, F., & Rojas Suárez, J. P. (2020). Physical mechanical performance of asphaltic emulsions in road oil for flexible pavements. Journal of Physics: Conference Series, 1645(1), 012011. https://doi.org/10.1088/1742-6596/1645/1/012011Bohn, K. A., Thives, L. P., & Specht, L. P. (2023). Physical, Rheological, and Permanent Deformation Behaviors of WMA-RAP Asphalt Binders. Sustainability, 15(18), 13737. https://doi.org/10.3390/su151813737Burak F. Tanyu, Saad Ullah, & Emre Akmaz. (2021). Optimizing Reclaimed Asphalt Pavement (RAP) Content in Unbound Base Aggregate.Carpani, C., Bocci, E., & Bocci, M. (2023). Characterization of Cold Recycled Asphalt Mixtures including Reinforcing Fibers. Sustainability, 15(23), 16209. https://doi.org/10.3390/su152316209Chen, Z., Liang, Y., Yang, J., Xu, T., & Sun, L. (2020). Improved Design Method of Emulsified Asphalt Cold Recycled Mixture. Frontiers in Materials, 7. https://doi.org/10.3389/fmats.2020.00207Coelho, L. M., & Guimarães, A. C. R. (2025). Effect of Compaction Temperature on the Mechanical Behavior of Granular Base Containing RAP. In Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 5 (pp. 129–137). https://doi.org/10.1007/978-981-97-8229-1_14Coelho, L. M., Guimarães, A. C. R., Azevedo, A. R. G. de, & Monteiro, S. N. (2024). Sustainable Reclaimed Asphalt Emulsified Granular Mixture for Pavement Base Stabilization: Prediction of Mechanical Behavior Based on Repeated Load Triaxial Tests. Sustainability, 16(13), 5335. https://doi.org/10.3390/su16135335Elliot, T., Carter, A., Ghattuwar, S., & Levasseur, A. (2023). Environmental impacts of road pavement rehabilitation. Transportation Research Part D: Transport and Environment, 118, 103720. https://doi.org/10.1016/j.trd.2023.103720Foxlow, J. J., Daniel, J. S., & Swamy, A. K. (2011). RAP or RAS? The differences in performance of HMA containing reclaimed asphalt pavement and reclaimed asphalt shingles. 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ara ejercer estos derechos sobre la Obra tal y como se indica a continuación:</p>
    <ol type="a">
      <li>Reproducir la Obra, incorporar la Obra en una o más Obras Colectivas, y reproducir la Obra incorporada en las Obras Colectivas.</li>
      <li>Distribuir copias o fonogramas de las Obras, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública, incluyéndolas como incorporadas en Obras Colectivas, según corresponda.</li>
      <li>Distribuir copias de las Obras Derivadas que se generen, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública.</li>
    </ol>
    <p>Los derechos mencionados anteriormente pueden ser ejercidos en todos los medios y formatos, actualmente conocidos o que se inventen en el futuro. Los derechos antes mencionados incluyen el derecho a realizar dichas modificaciones en la medida que sean técnicamente necesarias para ejercer los derechos en otro medio o formatos, pero de otra manera usted no está autorizado para realizar obras derivadas. Todos los derechos no otorgados expresamente por el Licenciante quedan por este medio reservados, incluyendo pero sin limitarse a aquellos que se mencionan en las secciones 4(d) y 4(e).</p>
  </li>
  <br/>
  <li>
    Restricciones.
    <p>La licencia otorgada en la anterior Sección 3 está expresamente sujeta y limitada por las siguientes restricciones:</p>
    <ol type="a">
      <li>Usted puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra sólo bajo las condiciones de esta Licencia, y Usted debe incluir una copia de esta licencia o del Identificador Universal de Recursos de la misma con cada copia de la Obra que distribuya, exhiba públicamente, ejecute públicamente o ponga a disposición pública. No es posible ofrecer o imponer ninguna condición sobre la Obra que altere o limite las condiciones de esta Licencia o el ejercicio de los derechos de los destinatarios otorgados en este documento. No es posible sublicenciar la Obra. Usted debe mantener intactos todos los avisos que hagan referencia a esta Licencia y a la cláusula de limitación de garantías. Usted no puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra con alguna medida tecnológica que controle el acceso o la utilización de ella de una forma que sea inconsistente con las condiciones de esta Licencia. Lo anterior se aplica a la Obra incorporada a una Obra Colectiva, pero esto no exige que la Obra Colectiva aparte de la obra misma quede sujeta a las condiciones de esta Licencia. Si Usted crea una Obra Colectiva, previo aviso de cualquier Licenciante debe, en la medida de lo posible, eliminar de la Obra Colectiva cualquier referencia a dicho Licenciante o al Autor Original, según lo solicitado por el Licenciante y conforme lo exige la cláusula 4(c).</li>
      <li>Usted no puede ejercer ninguno de los derechos que le han sido otorgados en la Sección 3 precedente de modo que estén principalmente destinados o directamente dirigidos a conseguir un provecho comercial o una compensación monetaria privada. El intercambio de la Obra por otras obras protegidas por derechos de autor, ya sea a través de un sistema para compartir archivos digitales (digital file-sharing) o de cualquier otra manera no será considerado como estar destinado principalmente o dirigido directamente a conseguir un provecho comercial o una compensación monetaria privada, siempre que no se realice un pago mediante una compensación monetaria en relación con el intercambio de obras protegidas por el derecho de autor.</li>
      <li>Si usted distribuye, exhibe públicamente, ejecuta públicamente o ejecuta públicamente en forma digital la Obra o cualquier Obra Derivada u Obra Colectiva, Usted debe mantener intacta toda la información de derecho de autor de la Obra y proporcionar, de forma razonable según el medio o manera que Usted esté utilizando: (i) el nombre del Autor Original si está provisto (o seudónimo, si fuere aplicable), y/o (ii) el nombre de la parte o las partes que el Autor Original y/o el Licenciante hubieren designado para la atribución (v.g., un instituto patrocinador, editorial, publicación) en la información de los derechos de autor del Licenciante, términos de servicios o de otras formas razonables; el título de la Obra si está provisto; en la medida de lo razonablemente factible y, si está provisto, el Identificador Uniforme de Recursos (Uniform Resource Identifier) que el Licenciante especifica para ser asociado con la Obra, salvo que tal URI no se refiera a la nota sobre los derechos de autor o a la información sobre el licenciamiento de la Obra; y en el caso de una Obra Derivada, atribuir el crédito identificando el uso de la Obra en la Obra Derivada (v.g., "Traducción Francesa de la Obra del Autor Original," o "Guión Cinematográfico basado en la Obra original del Autor Original"). Tal crédito puede ser implementado de cualquier forma razonable; en el caso, sin embargo, de Obras Derivadas u Obras Colectivas, tal crédito aparecerá, como mínimo, donde aparece el crédito de cualquier otro autor comparable y de una manera, al menos, tan destacada como el crédito de otro autor comparable.</li>
      <li>
        Para evitar toda confusión, el Licenciante aclara que, cuando la obra es una composición musical:
        <ol type="i">
          <li>Regalías por interpretación y ejecución bajo licencias generales. El Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública o la ejecución pública digital de la obra y de recolectar, sea individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, SAYCO), las regalías por la ejecución pública o por la ejecución pública digital de la obra (por ejemplo Webcast) licenciada bajo licencias generales, si la interpretación o ejecución de la obra está primordialmente orientada por o dirigida a la obtención de una ventaja comercial o una compensación monetaria privada.</li>
          <li>Regalías por Fonogramas. El Licenciante se reserva el derecho exclusivo de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, los consagrados por la SAYCO), una agencia de derechos musicales o algún agente designado, las regalías por cualquier fonograma que Usted cree a partir de la obra (“versión cover”) y distribuya, en los términos del régimen de derechos de autor, si la creación o distribución de esa versión cover está primordialmente destinada o dirigida a obtener una ventaja comercial o una compensación monetaria privada.</li>
        </ol>
      </li>
      <li>Gestión de Derechos de Autor sobre Interpretaciones y Ejecuciones Digitales (WebCasting). Para evitar toda confusión, el Licenciante aclara que, cuando la obra sea un fonograma, el Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública digital de la obra (por ejemplo, webcast) y de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, ACINPRO), las regalías por la ejecución pública digital de la obra (por ejemplo, webcast), sujeta a las disposiciones aplicables del régimen de Derecho de Autor, si esta ejecución pública digital está primordialmente dirigida a obtener una ventaja comercial o una compensación monetaria privada.</li>
    </ol>
  </li>
  <br/>
  <li>
    Representaciones, Garantías y Limitaciones de Responsabilidad.
    <p>A MENOS QUE LAS PARTES LO ACORDARAN DE OTRA FORMA POR ESCRITO, EL LICENCIANTE OFRECE LA OBRA (EN EL ESTADO EN EL QUE SE ENCUENTRA) “TAL CUAL”, SIN BRINDAR GARANTÍAS DE CLASE ALGUNA RESPECTO DE LA OBRA, YA SEA EXPRESA, IMPLÍCITA, LEGAL O CUALQUIERA OTRA, INCLUYENDO, SIN LIMITARSE A ELLAS, GARANTÍAS DE TITULARIDAD, COMERCIABILIDAD, ADAPTABILIDAD O ADECUACIÓN A PROPÓSITO DETERMINADO, AUSENCIA DE INFRACCIÓN, DE AUSENCIA DE DEFECTOS LATENTES O DE OTRO TIPO, O LA PRESENCIA O AUSENCIA DE ERRORES, SEAN O NO DESCUBRIBLES (PUEDAN O NO SER ESTOS DESCUBIERTOS). ALGUNAS JURISDICCIONES NO PERMITEN LA EXCLUSIÓN DE GARANTÍAS IMPLÍCITAS, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.</p>
  </li>
  <br/>
  <li>
    Limitación de responsabilidad.
    <p>A MENOS QUE LO EXIJA EXPRESAMENTE LA LEY APLICABLE, EL LICENCIANTE NO SERÁ RESPONSABLE ANTE USTED POR DAÑO ALGUNO, SEA POR RESPONSABILIDAD EXTRACONTRACTUAL, PRECONTRACTUAL O CONTRACTUAL, OBJETIVA O SUBJETIVA, SE TRATE DE DAÑOS MORALES O PATRIMONIALES, DIRECTOS O INDIRECTOS, PREVISTOS O IMPREVISTOS PRODUCIDOS POR EL USO DE ESTA LICENCIA O DE LA OBRA, AUN CUANDO EL LICENCIANTE HAYA SIDO ADVERTIDO DE LA POSIBILIDAD DE DICHOS DAÑOS. ALGUNAS LEYES NO PERMITEN LA EXCLUSIÓN DE CIERTA RESPONSABILIDAD, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.</p>
  </li>
  <br/>
  <li>
    Término.
    <ol type="a">
      <li>Esta Licencia y los derechos otorgados en virtud de ella terminarán automáticamente si Usted infringe alguna condición establecida en ella. Sin embargo, los individuos o entidades que han recibido Obras Derivadas o Colectivas de Usted de conformidad con esta Licencia, no verán terminadas sus licencias, siempre que estos individuos o entidades sigan cumpliendo íntegramente las condiciones de estas licencias. Las Secciones 1, 2, 5, 6, 7, y 8 subsistirán a cualquier terminación de esta Licencia.</li>
      <li>Sujeta a las condiciones y términos anteriores, la licencia otorgada aquí es perpetua (durante el período de vigencia de los derechos de autor de la obra). No obstante lo anterior, el Licenciante se reserva el derecho a publicar y/o estrenar la Obra bajo condiciones de licencia diferentes o a dejar de distribuirla en los términos de esta Licencia en cualquier momento; en el entendido, sin embargo, que esa elección no servirá para revocar esta licencia o que deba ser otorgada , bajo los términos de esta licencia), y esta licencia continuará en pleno vigor y efecto a menos que sea terminada como se expresa atrás. La Licencia revocada continuará siendo plenamente vigente y efectiva si no se le da término en las condiciones indicadas anteriormente.</li>
    </ol>
  </li>
  <br/>
  <li>
    Varios.
    <ol type="a">
      <li>Cada vez que Usted distribuya o ponga a disposición pública la Obra o una Obra Colectiva, el Licenciante ofrecerá al destinatario una licencia en los mismos términos y condiciones que la licencia otorgada a Usted bajo esta Licencia.</li>
      <li>Si alguna disposición de esta Licencia resulta invalidada o no exigible, según la legislación vigente, esto no afectará ni la validez ni la aplicabilidad del resto de condiciones de esta Licencia y, sin acción adicional por parte de los sujetos de este acuerdo, aquélla se entenderá reformada lo mínimo necesario para hacer que dicha disposición sea válida y exigible.</li>
      <li>Ningún término o disposición de esta Licencia se estimará renunciada y ninguna violación de ella será consentida a menos que esa renuncia o consentimiento sea otorgado por escrito y firmado por la parte que renuncie o consienta.</li>
      <li>Esta Licencia refleja el acuerdo pleno entre las partes respecto a la Obra aquí licenciada. No hay arreglos, acuerdos o declaraciones respecto a la Obra que no estén especificados en este documento. El Licenciante no se verá limitado por ninguna disposición adicional que pueda surgir en alguna comunicación emanada de Usted. Esta Licencia no puede ser modificada sin el consentimiento mutuo por escrito del Licenciante y Usted.</li>
    </ol>
  </li>
  <br/>
</ol>


Viabilidad Mecánica del RAP Estabilizado con Emulsión Para Capas de Base en Infraestructura Vial

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