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Efecto de la incorporación de caucho reciclado (4%, 5% y 6%) sobre la resistencia a compresión del concreto Effect of incorporating recycled rubber (4%, 5% and 6%) on the compressive strength of concret Jiménez Moreno, Luz Dary Flórez Hoyos, Gernos David Torres González, Cristian Fabián Figueroa Hernández, Diana Paola Neumáticos -- Reciclaje Economía circular Sostenibilidad Protección del medio ambiente Llantas -- Reciclaje Concreto sostenible Caucho reciclado Resistencia a la compresionn Agregado fino Economía circular Sustainable concrete Recycled rubber Compressive strength Fine aggregate Circular economy La acumulación de neumáticos fuera de uso representa un desafío ambiental significativo a nivel global, generando contaminación en suelos y cuerpos de agua. Simultáneamente, la industria de la construcción demanda grandes volúmenes de agregados naturales, lo que contribuye a la degradación de los ecosistemas. Como alternativa sostenible, la sustitución parcial del agregado fino por caucho reciclado en mezclas de concreto promueve la economía circular y la valorización de residuos. Este estudio evalúa la viabilidad técnica de un concreto con resistencia de diseño de 4000 psi (27.6 MPa), incorporando caucho granulado en porcentajes de sustitución del 4%, 5% y 6% respecto al volumen de arena. La metodología experimental contempla la elaboración de probetas cilíndricas bajo normativas técnicas colombianas, las cuales son sometidas a ensayos de resistencia a la compresión a los 7 y 28 días de curado. Se procede al análisis de los resultados mediante análisis de varianza (ANOVA) y pruebas de Tukey, con el fin de determinar si las mezclas modificadas logran mantener al menos un 85% de la resistencia de la mezcla control, lo que nos demostraría su para aplicaciones no estructurales. Esperamos que la incorporación controlada de partículas de caucho nos de un adecuado balance entre el desempeño mecánico del material y los beneficios ambientales que se deriven de la reducción en el consumo de recursos naturales no renovables. The accumulation of end-of-life tires represents a significant environmental challenge globally, generating pollution in soils and water bodies. Simultaneously, the construction industry demands large volumes of natural aggregates, contributing to the degradation of ecosystems. As a sustainable alternative, the partial substitution of fine aggregate with recycled rubber in concrete mixes promotes the circular economy and waste recovery. This study evaluates the technical feasibility of concrete with a design strength of 4000 psi (27.6 MPa), incorporating granulated rubber in substitution percentages of 4%, 5%, and 6% relative to the volume of sand. The experimental methodology includes the preparation of cylindrical specimens under Colombian technical standards, which are subjected to compressive strength tests at 7 and 28 days of curing. The analysis of the results, based on analysis of variance (ANOVA) and Tukey tests, seeks to determine if the modified mixtures manage to maintain at least 85% of the strength of the control mix, thus establishing their suitability for non-structural applications. It is expected that the controlled incorporation of rubber particles offers an adequate balance between the mechanical performance of the material and the environmental benefits derived from the reduction in the consumption of non-renewable natural resources. Ingeniero Industrial Pregrado 2026-07-13T00:41:28Z 2026-06-18 Trabajo de grado - Pregrado Trabajo de grado - Pregrado http://purl.org/coar/resource_type/c_7a1f info:eu-repo/semantics/bachelorThesis info:eu-repo/semantics/acceptedVersion http://purl.org/coar/version/c_ab4af688f83e57aa Text http://purl.org/redcol/resource_type/TP https://hdl.handle.net/10882/19378 BDM-FII instname:Universidad Ean reponame:Repositorio Institucional Biblioteca Digital Minerva https://repository.ean.edu.co/ spa Abunassar, N., & Alas, M. (2025). Optimization of strength and durability properties of rubberized concrete mixtures containing silica fume using Taguchi method. Construction and Building Materials, 468, 140455. https://doi.org/10.1016/J.CONBUILDMAT.2025.140455 Agrawal, D., Waghe, U., Ansari, K., Dighade, R., Amran, M., Qader, D. N., & Fediuk, R. (2023). Experimental effect of pre-treatment of rubber fibers on mechanical properties of rubberized concrete. Journal of Materials Research and Technology, 23, 791–807. https://doi.org/10.1016/J.JMRT.2023.01.027 Alizadeh, M., Eftekhar, M. R., Asadi, P., & Mostofinejad, D. (2024). Enhancing the mechanical properties of crumb rubber concrete through polypropylene mixing via a pre-mixing technique. Case Studies in Construction Materials, 21, e03569. https://doi.org/10.1016/J.CSCM.2024.E03569 ASTM International. (2021, March). ASTM C39/C39M-21: Standard test method for compressive strength of cylindrical concrete specimens. Annual Book of ASTM Standards, Vol. 04.02 – Concrete and Aggregates. ASTM International, West Conshohocken, PA, USA. https://doi.org/10.1520/C0039_C0039M-21 Camacol. (2023). Informe económico 118. www.camacol.co CCCS. (2024). Estado de la construcción sostenible en Colombia 2024 (2a ed.). https://www.cccs.org.co/wp-content/uploads/2024/07/Estado_de_la_Construccion_Sostenible_2024pdf.pdf Dhivya, K., & Priyadharshini, K. (2022). Experimental study on strength properties of concrete with partial replacement of coarse aggregate by rubber tyre waste. Materials Today: Proceedings, 52, 1930–1934. https://doi.org/10.1016/J.MATPR.2021.11.578 Dou, Y., Feng, G., Xu, L., Yang, Y., Zhang, Z., You, L., Zhong, S., Gao, Y., & Cui, X. (2022). Modification of rubber particles and its application in rubberized concrete. Journal of Building Engineering, 51, 104346. https://doi.org/10.1016/J.JOBE.2022.104346 Eissa, M., Habib, A., Ausamah, ·, Houri, A. L., & Alibrahim, · Bashar. (2024). Recent efforts on investigating the effects of recycled rubber content on the mechanical properties of structural concrete. Discover Civil Engineering 2024 1:1, 1(1), 16-. https://doi.org/10.1007/S44290-024-00017-7 Ellen MacArthur Foundation. (2015). Towards A Circular Economy: Business Rationale For An Accelerated Transition. Ellen MacArthur Foundation, Isle of Wight, UK. https://content.ellenmacarthurfoundation.org/m/4384c08da576329c/original/Towards-a-circular-economy-Business-rationale-for-an-accelerated-transition.pdf Fernández de Monje, J., Colmenero Hidalgo, E., & Cruz Martínez, J. A. (2025). La arena como recurso: aplicaciones en la industria de la construcción e impactos ambientales derivados. Ambiociencias, (22), 19–30. https://doi.org/10.18002/AMBIOC.I22.8617 Han, X., Ding, N., Chen, A., Wang, Z., Xu, Y., Feng, L., Ji, Y., Li, K., Jing, J., Sun, S., & Zhang, Q. (2024). Experimental study on freeze-thaw failure of concrete incorporating waste tire crumb rubber and analytical evaluation of frost resistance. Construction and Building Materials, 439, 137356. https://doi.org/10.1016/J.CONBUILDMAT.2024.137356 He, L., Cai, H., Huang, Y., Ma, Y., Van Den Bergh, W., Gaspar, L., Valentin, J., Vasiliev, Y. E., Kowalski, K. J., & Zhang, J. (2021). Research on the properties of rubber concrete containing surface-modified rubber powders. Journal of Building Engineering, 35, 101991. https://doi.org/10.1016/J.JOBE.2020.101991 Hisbani, N., Shafiq, N., Shams, M. A., Farhan, S. A., & Zahid, M. (2025). Properties of concrete containing crumb rubber as partial replacement of fine Aggregate-A review. Hybrid Advances, 10, 100481. https://doi.org/10.1016/J.HYBADV.2025.100481 ICONTEC. (2000, June 21). NTC 550: Concretos. Elaboración y Curado de Especímenes de Concreto en Obra. Norma Técnica Colombiana NTC 550, 2.a actualización. https://www.academia.edu/38869298/NORMA_T%C3%89CNICA_COLOMBIANA_NTC_550 ICONTEC. (2010, February 17). NTC 673: Concretos. Ensayo de Resistencia a la Compresión de Especímenes Cilíndricos de Concreto. Norma Técnica Colombiana NTC 673, 3.a actualización. Adopción idéntica de ASTM C39:2005. https://silo.tips/download/norma-tecnica-colombiana-673 Jatoi, G. H., Loprencipe, G., & Moretti, L. (2025). Comparative Review of Marshall and Superpave Mix Designs: Enhancing Asphalt Performance with Polymers. Materials, 18(18), 4273. https://doi.org/10.3390/MA18184273 Ji, Y., Qasem, M. G. S., Xu, T., & Mohammed, A. O. Y. (2024). Mechanical properties investigation on recycled rubber desert sand concrete. Journal of CO2 Utilization, 88, 102939. https://doi.org/10.1016/J.JCOU.2024.102939 Kaewunruen, S., & Meesit, R. (2020). Eco-friendly high-strength concrete engineered by micro crumb rubber from recycled tires and plastics for railway components. Advances in Civil Engineering Materials, 9(1), 210–226. https://doi.org/10.1520/ACEM20180058 Karunarathna, S., Linforth, S., Kashani, A., Liu, X., & Ngo, T. (2021). Effect of recycled rubber aggregate size on fracture and other mechanical properties of structural concrete. Journal of Cleaner Production, 314, 128230. https://doi.org/10.1016/J.JCLEPRO.2021.128230 Liu, L., Wang, C., Liang, Q., Chen, F., & Zhou, X. (2023). A state-of-the-art review of rubber modified cement-based materials: Cement stabilized base. Journal of Cleaner Production, 392, 136270. https://doi.org/10.1016/J.JCLEPRO.2023.136270 Mehta, P. K., & Monteiro, P. J. M. (2014). Concrete: Microstructure, Properties, And Materials. In McGraw-Hill Education, New York, NY, USA. https://vdoc.pub/download/concrete-microstructure-properties-and-materials-12ud4i0n4h1g Merli, R., Preziosi, M., Acampora, A., Lucchetti, M. C., & Petrucci, E. (2020). Recycled fibers in reinforced concrete: A systematic literature review. Journal of Cleaner Production, 248, 119207. https://doi.org/10.1016/J.JCLEPRO.2019.119207 Moolchandani, K., & Sharma, A. (2025). State-of-the-art review on the influence of crumb rubber on the strength, durability, and morphological properties of concrete. Science and Engineering of Composite Materials, 32(1). https://doi.org/10.1515/SECM-2025-0060/XML Neville, A. M. (2011). Properties of concrete. In Pearson Education Limited, Harlow, Essex, England (5th ed.). Pearson Education Limited. https://api.pageplace.de/preview/DT0400.9780273786313_A23613766/preview-9780273786313_A23613766.pdf Programme, U. N. E. (2022). Sand and Sustainability: 10 Strategic Recommendations to Avert a Crisis. United Nations Environment Programme. https://wedocs.unep.org/handle/20.500.11822/38362 Qureshi, M., Li, J., Wu, C., & Sheng, D. (2024). Mechanical strength of rubberized concrete: Effects of rubber particle size, content, and waste fibre reinforcement. Construction and Building Materials, 444, 137868. https://doi.org/10.1016/J.CONBUILDMAT.2024.137868 Rangel-Buitrago, N., Neal, W. J., & Galgani, F. (2026). From roads to oceans: Pollution pathways of end-of-life tires in coastal and marine environments. Marine Pollution Bulletin, 226, 119355. https://doi.org/10.1016/J.MARPOLBUL.2026.119355 Saloni, Parveen, Pham, T. M., Lim, Y. Y., & Malekzadeh, M. (2021). Effect of pre-treatment methods of crumb rubber on strength, permeability and acid attack resistance of rubberised geopolymer concrete. Journal of Building Engineering, 41, 102448. https://doi.org/10.1016/J.JOBE.2021.102448 Shahzad, K., & Zhao, Z. (2022). Experimental study of NaOH pretreated crumb rubber as substitute of fine aggregate in concrete. Construction and Building Materials, 358, 129448. https://doi.org/10.1016/J.CONBUILDMAT.2022.129448 STM International, C. D. (2024). ASTM D1895-24: tandard Test Methods for Apparent Density, Bulk Factor, and Pourability of Plastic Materials. ASTM D1895-24. DOI: 10.1520/D1895-24. https://doi.org/10.1520/D1895-24 Sun, S., Han, X., Chen, A., Zhang, Q., Wang, Z., & Li, K. (2023). Experimental Analysis and Evaluation of the Compressive Strength of Rubberized Concrete During Freeze–Thaw Cycles. International Journal of Concrete Structures and Materials 2023 17:1, 17(1), 28-. https://doi.org/10.1186/S40069-023-00592-6 Surehali, S., Singh, A., & Biligiri, K. P. (2023). A state-of-the-art review on recycling rubber in concrete: Sustainability aspects, specialty mixtures, and treatment methods. Developments in the Built Environment, 14, 100171. https://doi.org/10.1016/J.DIBE.2023.100171 Vasudevan, A. A., Mohammed, B. S., & Bheel, N. (2026). Influence of Multi-Walled Carbon Nanotubes on the Mechanical and Deformation Performance of Polymer-Modified Crumb Rubber Concrete. Polymers 2026, Vol. 18, Page 503, 18(4), 503. https://doi.org/10.3390/POLYM18040503 Yasser, N., Abdelrahman, A., Kohail, M., & Moustafa, A. (2023). Experimental investigation of durability properties of rubberized concrete. Ain Shams Engineering Journal, 14(6), 102111. https://doi.org/10.1016/J.ASEJ.2022.102111 Zarhri, Z., Rosado Martinez, W., Dominguez Lepe, J., Vega-Azamar, R. E., Chan Juarez, M., & Pamplona Solis, B. (2022). 30 years of rubberized concrete investigations (1990-2020). A bibliometric analysis. Revista Alconpat, 12(1), 127–142. https://doi.org/10.21041/RA.V12I1.554 Zhang, Z., Ma, Q., Huang, W., Zhou, B., Zheng, Z., Lu, Q., Du, G., & Zhang, J. (2025). Study on the performance of rubber concrete mixed with different supplementary cementitious materials after high-temperature. Journal of Building Engineering, 114, 114344. https://doi.org/10.1016/J.JOBE.2025.114344 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/openAccess Abierto (Texto Completo) Atribución-NoComercial-CompartirIgual 4.0 Internacional (CC BY-NC-SA 4.0) http://purl.org/coar/access_right/c_abf2 pdf 45 páginas Recurso electrónico application/pdf application/pdf application/pdf Universidad Ean