Estudio del comportamiento de concreto asfáltico con residuos siderúrgicos como agregados
Spa: El auge de la construcción de grandes obras de ingeniería ha impulsado la demanda del acero, lo que ha generado un incremento en la producción de residuos siderúrgicos, situación que causa problemas ambientales debido a su acumulación y no disposición adecuada. Igualmente, la explotación de rec...
- Autores:
-
Ochoa Díaz, Ricardo
- Tipo de recurso:
- Doctoral thesis
- Fecha de publicación:
- 2019
- Institución:
- Universidad Pedagógica y Tecnológica de Colombia
- Repositorio:
- RiUPTC: Repositorio Institucional UPTC
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.uptc.edu.co:001/3693
- Acceso en línea:
- http://repositorio.uptc.edu.co/handle/001/3693
- Palabra clave:
- Conversión de residuos
Productos de residuos
Residuos industriales
Escorias
Agregados (Materiales de construcción)
Doctorado en Ingeniería y Ciencia de los Materiales - Tesis y disertaciones académicas
Hormigón asfáltico
- Rights
- openAccess
- License
- Copyright (c) 2019 Universidad Pedagógica y Tecnológica de Colombia
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| dc.title.spa.fl_str_mv |
Estudio del comportamiento de concreto asfáltico con residuos siderúrgicos como agregados |
| title |
Estudio del comportamiento de concreto asfáltico con residuos siderúrgicos como agregados |
| spellingShingle |
Estudio del comportamiento de concreto asfáltico con residuos siderúrgicos como agregados Conversión de residuos Productos de residuos Residuos industriales Escorias Agregados (Materiales de construcción) Doctorado en Ingeniería y Ciencia de los Materiales - Tesis y disertaciones académicas Hormigón asfáltico |
| title_short |
Estudio del comportamiento de concreto asfáltico con residuos siderúrgicos como agregados |
| title_full |
Estudio del comportamiento de concreto asfáltico con residuos siderúrgicos como agregados |
| title_fullStr |
Estudio del comportamiento de concreto asfáltico con residuos siderúrgicos como agregados |
| title_full_unstemmed |
Estudio del comportamiento de concreto asfáltico con residuos siderúrgicos como agregados |
| title_sort |
Estudio del comportamiento de concreto asfáltico con residuos siderúrgicos como agregados |
| dc.creator.fl_str_mv |
Ochoa Díaz, Ricardo |
| dc.contributor.advisor.none.fl_str_mv |
López Díaz, Alfonso |
| dc.contributor.author.none.fl_str_mv |
Ochoa Díaz, Ricardo |
| dc.subject.armarc.none.fl_str_mv |
Conversión de residuos Productos de residuos Residuos industriales Escorias Agregados (Materiales de construcción) Doctorado en Ingeniería y Ciencia de los Materiales - Tesis y disertaciones académicas |
| topic |
Conversión de residuos Productos de residuos Residuos industriales Escorias Agregados (Materiales de construcción) Doctorado en Ingeniería y Ciencia de los Materiales - Tesis y disertaciones académicas Hormigón asfáltico |
| dc.subject.armarc.spa.fl_str_mv |
Hormigón asfáltico |
| description |
Spa: El auge de la construcción de grandes obras de ingeniería ha impulsado la demanda del acero, lo que ha generado un incremento en la producción de residuos siderúrgicos, situación que causa problemas ambientales debido a su acumulación y no disposición adecuada. Igualmente, la explotación de recursos naturales no renovables como los agregados pétreos están generando deterioro en el medio ambiente; si a esto le sumamos que las regulaciones ambientales para la explotación de estos materiales no renovables son cada vez más estrictas generando incremento significativo en los costos de producción. En consecuencia, esto lleva a un cambio de paradigma: utilizar materiales no convencionales y emplear técnicas de reciclajes de los pavimentos existentes. El uso de residuos industriales en diferentes procesos debe estar enfocado hacia el desarrollo sostenible y la protección del medio ambiente. Durante el proceso de la fabricación de acero se producen diferentes residuos entre los cuales se encuentran la escoria de horno al oxigeno (BOF), escoria de horno de arco eléctrico (EAF) y polvo de alto horno (BFD). Esta investigación analiza la conveniencia técnica del uso de la escoria BOF y escoria EAF como agregado grueso y estudia la alternativa del uso de BFD como agregado fino, para fabricar mezclas asfálticas en caliente para pavimentos, como una alternativa para mitigar los problemas ambientales derivados de la acumulación de residuos siderúrgicos y de la explotación de materiales no renovables, como la grava y la arena. Para lograr el objetivo, se analizaron once tipos de mezclas asfálticas, una mezcla con materiales convencionales y diez mezclas sustituyendo parcial (50%) y totalmente (100%) el agregado grueso por escoria BOF y escoria EAF y el agregado fino por BFD. El diseño de las mezclas se realizó con la metodología Ramcodes, la cual se basa en el principio del polígono de vacíos. Mediante ensayos se evaluaron las características del diseño preliminar y verificaron las propiedades de desempeño de cada una de las mezclas. También se estudia y analiza la posibilidad de modificar el cemento asfáltico con polvo de escoria de horno de arco eléctrico (EAFD), Para lo cual se realiza el estudio reológico añadiendo 3%, 6% y 10% de EAFD y se compara con los resultados del cemento asfáltico base. Se realizan los ensayos con el reómetro de corte dinámico DSR para determinar los parámetros G* y δ en los cementos asfáltico originales, envejecidos en el horno rotatorio de película delgada (RTFO) y en el horno de envejecimiento a presión (PAV). También se realiza el ensayo de recuperación elástica a diferentes esfuerzos MSCR, el cual mide las propiedades viscoelásticas del cemento asfáltico envejecido a corto plazo en RTFO. Los resultados de este estudio confirman el uso de escoria BOF y escoria EAF como agregado grueso e indican la factibilidad del uso de BFD como agregado fino, para reemplazar parcialmente los agregados convencionales, en la fabricación de concretos asfálticos para uso en carreteras. Respecto a las propiedades mecánicas, las mezclas cumplen con los requerimientos del INVIAS para un nivel de tránsito NT-3, como son estabilidad, flujo y propiedades volumétricas. Asimismo, las propiedades de desempeño (susceptibilidad a la humedad, susceptibilidad a la deformación permanente, módulo resiliente y fatiga) presentaron un buen comportamiento. |
| publishDate |
2019 |
| dc.date.issued.none.fl_str_mv |
2019 |
| dc.date.accessioned.none.fl_str_mv |
2021-08-20T14:46:50Z |
| dc.date.available.none.fl_str_mv |
2021-08-20T14:46:50Z |
| dc.type.spa.fl_str_mv |
Trabajo de grado - Doctorado |
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http://purl.org/coar/resource_type/c_db06 |
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info:eu-repo/semantics/doctoralThesis |
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https://purl.org/redcol/resource_type/TD |
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http://purl.org/coar/version/c_970fb48d4fbd8a85 |
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Ochoa Díaz, R. (2019). Estudio del comportamiento de concreto asfáltico con residuos siderúrgicos como agregados. (Tesis doctoral). Universidad Pedagógica y Tecnológica de Colombia, Tunja. http://repositorio.uptc.edu.co/handle/001/3693 |
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http://repositorio.uptc.edu.co/handle/001/3693 |
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Ochoa Díaz, R. (2019). Estudio del comportamiento de concreto asfáltico con residuos siderúrgicos como agregados. (Tesis doctoral). Universidad Pedagógica y Tecnológica de Colombia, Tunja. http://repositorio.uptc.edu.co/handle/001/3693 |
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http://repositorio.uptc.edu.co/handle/001/3693 |
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spa |
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spa |
| dc.relation.references.spa.fl_str_mv |
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Minerals Engineering, 116(August 2017), 24–31. https://doi.org/10.1016/j.mineng.2017.11.001 Asociación Mexicana del Asfalto AC. (2013). Protocolo AMAAC PA-MA 01/2013. Diseño de mezclas asfálticas de granulometría densa de alto desempeño (No. PA-MA 01). Retrieved from www.amaac.org.mx Sánchez-Leal, F. J. (2011). Supertraining Uso exitoso de las Herramientas RAMCODES Sánchez-Leal, F. J. (2018). Diseño acelerado de Mezclas Asfálticas con el Polígono de Vacíos. Metodología Ramcodes. In Curso. Sánchez-Leal, F. J., Anguas, P. G., Larreal, M., & Valdés, D. B. L. (2011). Polyvoids : Analytical Tool for Superpave HMA Design. Journal of Materials in Civil Engineering, 23(8), 1129– 1137. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000275 Sargin, Ş., Saltan, M., Morova, N., Serin, S., & Terzi, S. (2013). Evaluation of rice husk ash as filler in hot mix asphalt concrete. Construction and Building Materials, 48, 390–397. https://doi.org/10.1016/j.conbuildmat.2013.06.029 SCT. (2005). CMT. 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S., Lin, D. F., Luo, H. L., & Lin, P. C. (2012). Effect of field compaction mode on asphalt mixture concrete with basic oxygen furnace slag. Construction and Building Materials, 34, 16–27. https://doi.org/10.1016/j.conbuildmat.2012.02.008 Sheng, Y., Zhang, B., Yan, Y., Chen, H., Xiong, R., & Geng, J. (2017). Effects of phosphorus slag powder and polyester fiber on performance characteristics of asphalt binders and resultant mixtures. Construction and Building Materials, 141, 289–295. https://doi.org/10.1016/j.conbuildmat.2017.02.141 Asphalt Institute. (1992). Principios de construcción de pavimentos de mezclas asfálticas en caliente "Serie de Manuales No 22 (MS-22S). Shi, X., Cai, L., Xu, W., Fan, J., & Wang, X. (2018). Effects of nano-silica and rock asphalt on rheological properties of modified bitumen. Construction and Building Materials, 161, 705– 714. https://doi.org/10.1016/j.conbuildmat.2017.11.162 Simone, A., Mazzotta, F., Eskandarsefat, S., Sangiorgi, C., Vignali, V., Lantieri, C., & Dondi, G. (2017). Experimental application of waste glass powder filler in recycled dense-graded asphalt mixtures. Road Materials and Pavement Design, 0(0), 1–16. https://doi.org/10.1080/14680629.2017.1407818 Siracusa, G., La Rosa, A. D., Siracusa, V., & Trovato, M. (2002). Eco-Compatible Use of Olive Husk as Filler in Thermoplastic Composite. Journal of Polymers and the Environment, 9(4), 157–161. https://doi.org/10.1023/A:1020465305193 Skaf, M., Manso, J. M., Aragón, Á., Fuente-Alonso, J. A., & Ortega-López, V. (2017). EAF slag in asphalt mixes: A brief review of its possible re-use. Resources, Conservation and Recycling, 120, 176–185. https://doi.org/10.1016/j.resconrec.2016.12.009 Sorlini, S., Sanzeni, A., & Rondi, L. (2012). Reuse of steel slag in bituminous paving mixtures. 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P., & Ruiz-Valencia, D. M. (2012). Evaluation of the rolling thin film oven aging of the 80-100 asphalt cement in the static and dynamic behavior of asphalt mixture. Ingenieria Y Universidad, 16(0123–2126), 379–396. Vanegas Solís, J. A. (2013). Manual de diseño de mezclas asfálticas en caliente de granulometría densa de alto desempeño con protocolo AMAAC. Instituto Politecnico Nacional, Mexíco. Velázquez, R. T., Villares, H. H., & Zepeda, F. R. (2017). Prueba de desempeño en diferentes mezclas asfálticas. Entretextos, 24(2007–5316), 97–107. Villafuerte Pérez, D. I. (2018). Diseño de mezclas asfálticas elaboradas con concreto asfálticos reciclado y agentes rejuvenecedores. Universidad Nacional Autonoma de México. Waligora, J., Bulteel, D., Degrugilliers, P., Damidot, D., Potdevin, J. L., & Measson, M. (2010). Chemical and mineralogical characterizations of LD converter steel slags: A multianalytical techniques approach. Materials Characterization, 61(1), 39–48. https://doi.org/10.1016/j.matchar.2009.10.004 Wang, Y., Chong, D., & Wen, Y. (2017). Quality verification of polymer-modified asphalt binder used in hot-mix asphalt pavement construction. Construction and Building Materials, 150, 157–166. https://doi.org/10.1016/j.conbuildmat.2017.05.196 Instituto Nacional de Vías, C. (2006). Manual para la inspección visual de pavimentos flexibles. Manual Para La Inspeccion Visual de Pavimentos Flexibles, 212(3456778), 70. Retrieved from http://www.invias.gov.co/index.php/historico-cartelera-virtual/doc_download/974- manual-para-la-inspeccion-visual-de-pavimentos-flexibles Warren, R. S., McGennin, R. B., & Bahia, H. U. (1994). Superpave Asphalt Binder Test Method Overview, 1–53. Wen, H., Wu, S., & Bhusal, S. (2016). Performance Evaluation of Asphalt Mixes Containing Steel Slag Aggregate as a Measure to Resist Studded Tire Wear. Journal of Materials in Civil Engineering, 28(5), 4015191. https://doi.org/http://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0001475 Xi, J., Xiang, X., & Li, C. (2016). Process Improvement on the Gradation Uniformity of Steel Slag Asphalt Concrete Aggregate. Procedia Environmental Sciences, 31, 627–634. https://doi.org/10.1016/j.proenv.2016.02.115 Asphalt Institute. (2001). Superpave Mix Design Series No. 2 (SP-2). Asphalt Institute Research Center. Xie, J., Chen, J., Wu, S., Lin, J., & Wei, W. (2013). Performance characteristics of asphalt mixture with basic oxygen furnace slag. Construction and Building Materials, 38, 796–803. https://doi.org/10.1016/j.conbuildmat.2012.09.056 Xie, J., Wu, S., Lin, J., Cai, J., Chen, Z., & Wei, W. (2012). Recycling of basic oxygen furnace slag in asphalt mixture: Material characterization & moisture damage investigation. Construction and Building Materials, 36, 467–474. https://doi.org/10.1016/j.conbuildmat.2012.06.023 Xie, J., Wu, S., Zhang, L., Xiao, Y., Liu, Q., Yang, C., & Nie, S. (2017). Material characterization and performance evaluation of asphalt mixture Incorporating basic oxygen furnace slag (BOF) sludge. Construction and Building Materials, 147, 362–370. https://doi.org/10.1016/j.conbuildmat.2017.04.131 Xu, G., Wang, H., & Zhu, H. (2017). Rheological properties and anti-aging performance of asphalt binder modified with wood lignin. Construction and Building Materials, 151, 801– 808. https://doi.org/10.1016/j.conbuildmat.2017.06.151 Xu, S., Xiao, F., Amirkhanian, S., & Singh, D. (2017). Moisture characteristics of mixtures with warm mix asphalt technologies – A review. Construction and Building Materials, 142, 148– 161. https://doi.org/10.1016/j.conbuildmat.2017.03.069 Xu, T., Wang, H., Li, Z., & Zhao, Y. (2014). 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López Díaz, Alfonso4dbfe7bcb1f9bf58431706d5cedb2eb7-1Ochoa Díaz, Ricardo0f140c02109305ef67453724b696d24c-12021-08-20T14:46:50Z2021-08-20T14:46:50Z2019Ochoa Díaz, R. (2019). Estudio del comportamiento de concreto asfáltico con residuos siderúrgicos como agregados. (Tesis doctoral). Universidad Pedagógica y Tecnológica de Colombia, Tunja. http://repositorio.uptc.edu.co/handle/001/3693http://repositorio.uptc.edu.co/handle/001/3693Spa: El auge de la construcción de grandes obras de ingeniería ha impulsado la demanda del acero, lo que ha generado un incremento en la producción de residuos siderúrgicos, situación que causa problemas ambientales debido a su acumulación y no disposición adecuada. Igualmente, la explotación de recursos naturales no renovables como los agregados pétreos están generando deterioro en el medio ambiente; si a esto le sumamos que las regulaciones ambientales para la explotación de estos materiales no renovables son cada vez más estrictas generando incremento significativo en los costos de producción. En consecuencia, esto lleva a un cambio de paradigma: utilizar materiales no convencionales y emplear técnicas de reciclajes de los pavimentos existentes. El uso de residuos industriales en diferentes procesos debe estar enfocado hacia el desarrollo sostenible y la protección del medio ambiente. Durante el proceso de la fabricación de acero se producen diferentes residuos entre los cuales se encuentran la escoria de horno al oxigeno (BOF), escoria de horno de arco eléctrico (EAF) y polvo de alto horno (BFD). Esta investigación analiza la conveniencia técnica del uso de la escoria BOF y escoria EAF como agregado grueso y estudia la alternativa del uso de BFD como agregado fino, para fabricar mezclas asfálticas en caliente para pavimentos, como una alternativa para mitigar los problemas ambientales derivados de la acumulación de residuos siderúrgicos y de la explotación de materiales no renovables, como la grava y la arena. Para lograr el objetivo, se analizaron once tipos de mezclas asfálticas, una mezcla con materiales convencionales y diez mezclas sustituyendo parcial (50%) y totalmente (100%) el agregado grueso por escoria BOF y escoria EAF y el agregado fino por BFD. El diseño de las mezclas se realizó con la metodología Ramcodes, la cual se basa en el principio del polígono de vacíos. Mediante ensayos se evaluaron las características del diseño preliminar y verificaron las propiedades de desempeño de cada una de las mezclas. También se estudia y analiza la posibilidad de modificar el cemento asfáltico con polvo de escoria de horno de arco eléctrico (EAFD), Para lo cual se realiza el estudio reológico añadiendo 3%, 6% y 10% de EAFD y se compara con los resultados del cemento asfáltico base. Se realizan los ensayos con el reómetro de corte dinámico DSR para determinar los parámetros G* y δ en los cementos asfáltico originales, envejecidos en el horno rotatorio de película delgada (RTFO) y en el horno de envejecimiento a presión (PAV). También se realiza el ensayo de recuperación elástica a diferentes esfuerzos MSCR, el cual mide las propiedades viscoelásticas del cemento asfáltico envejecido a corto plazo en RTFO. Los resultados de este estudio confirman el uso de escoria BOF y escoria EAF como agregado grueso e indican la factibilidad del uso de BFD como agregado fino, para reemplazar parcialmente los agregados convencionales, en la fabricación de concretos asfálticos para uso en carreteras. Respecto a las propiedades mecánicas, las mezclas cumplen con los requerimientos del INVIAS para un nivel de tránsito NT-3, como son estabilidad, flujo y propiedades volumétricas. Asimismo, las propiedades de desempeño (susceptibilidad a la humedad, susceptibilidad a la deformación permanente, módulo resiliente y fatiga) presentaron un buen comportamiento.DoctoradoDoctorado en Ingeniería y Ciencia de los Materiales1 recurso en línea (206 páginas) : ilustraciones, tablas, figuras.application/pdfspaUniversidad Pedagógica y Tecnológica de ColombiaFacultad IngenieríaTunjaDoctorado en Ingeniería y Ciencia de los MaterialesCopyright (c) 2019 Universidad Pedagógica y Tecnológica de ColombiaAtribución-NoComercial-SinDerivadas 2.5 Colombiahttp://creativecommons.org/licenses/by-nc-nd/2.5/co/info:eu-repo/semantics/openAccessLicencia Creative Commons Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)http://purl.org/coar/access_right/c_abf2Estudio del comportamiento de concreto asfáltico con residuos siderúrgicos como agregadosTrabajo de grado - Doctoradohttp://purl.org/coar/resource_type/c_db06info:eu-repo/semantics/doctoralThesisinfo:eu-repo/semantics/publishedVersionTexthttps://purl.org/redcol/resource_type/TDhttp://purl.org/coar/version/c_970fb48d4fbd8a85AASHTO. 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ASTM International, West Conshohocken, PA, USA., 6–8.ASTM. (2008). ASTM D6521-13. Standard Practice for Accelerated Aging of Asphalt Binder Using a Pressurized Aging Vessel (PAV)1, i(April), 1–6. https://doi.org/10.1520/D6521- 08.CopyrightINVIAS. (2013b). Especificaciones generales de construcción de carreteras. Bogotá.ASTM. (2015). Standard Terminology Relating to Materials for Roads and Pavements. 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