Hormigón activado alcalinamente con árido de pavimento asfáltico reciclado
DOI:
https://doi.org/10.3989/mc.2026.393224Palabras clave:
Hormigón Geopolimérico, dolomita, cenizas volantes, análisis microestructural, Áridos de pavimento asfáltico recicladoResumen
El hormigón geopolimérico es una alternativa ecológica al hormigón con cemento que reduce las emisiones de carbono mediante el aprovechamiento de residuos industriales. Este estudio mejora su sostenibilidad incorporando áridos reciclados de pavimento asfáltico (RAP) como sustitutos parciales del árido grueso natural en proporciones de 0%, 20%, 40%, 60%, 80% y 100%, utilizando ceniza volante y dolomita como aglutinantes. El análisis reveló mejoras dentro de un umbral específico de RAP, identificándose el 40% como la proporción óptima. Se observaron fuertes correlaciones (R2 > 0.90) entre la resistencia a compresión, flexión, tracción indirecta y la velocidad del pulso ultrasónico a los 28 y 56 días. Los análisis SEM-EDS indicaron una matriz más densa, mientras que XRD y FTIR confirmaron la formación de geles del tipo C(N)–A–S–H. Estos resultados demuestran el potencial del RAP en el hormigón geopolimérico, promoviendo la construcción sostenible mediante la reutilización eficiente de materiales.
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NAPA. 2023. National Asphalt Pavement Association LMU.
Chandra S. Flexible Pavement versus Rigid Pavement. CSIR Central Road Research Institute, Delhi.
Ali H, Rojali A. 2023. Recycling asphalt pavements: the state of practice. In: Recycling strategy and challenges associated with waste management towards sustaining the world.
McDaniel RS, Shah A, Huber GA, Copeland A. 2012. Effects of reclaimed asphalt pavement content and virgin binder grade on properties of plant produced mixtures. Road Mater Pavement Des. 13(sup1):161–182.
Silva HMRD, Oliveira JRM, Jesus CMG. 2012. Are totally recycled hot mix asphalts a sustainable alternative for road paving? Resour Conserv Recycl. 60:38–48.
Federal Highway Administration Research and Technology. User Guidelines for Waste and Byproduct Materials in Pavement Construction. Washington, DC, USA.
Puppala AJ, Saride S, Williammee R. 2012. Sustainable reuse of limestone quarry fines and RAP in pavement base/subbase layers. J Mater Civ Eng. 24(4):418–429.
Singh S, Ransinchung GD, Kumar P. 2017. Effect of mineral admixtures on fresh, mechanical and durability properties of RAP inclusive concrete. Constr Build Mater. 156:19–27.
Abedalqader A, Shatarat N, Ashteyat A, Katkhuda H. 2021. Influence of temperature on mechanical properties of recycled asphalt pavement aggregate and recycled coarse aggregate concrete. Constr Build Mater. 269:121285.
Erdem S, Blankson MA. 2014. Environmental performance and mechanical analysis of concrete containing recycled asphalt pavement and waste precast concrete as aggregate. J Hazard Mater. 264:403–410.
Abdel-Mohti A, Shen H, Khodair Y. 2016. Characteristics of self-consolidating concrete with RAP and SCM. Constr Build Mater. 102:564–573.
Soltanabadi R, Behfarnia K. 2022. Shear strength of reinforced concrete deep beams containing recycled concrete aggregate and recycled asphalt pavement. Constr Build Mater. 314:125597.
Liu H, Duan G, Wang F, Zhang J, Zhou Y, Feng Y, Zhang K. 2022. Investigation on mechanical behaviors of Self-compacting concrete containing reclaimed asphalt pavement. Constr Build Mater. 346:128421.
Scrivener KL, John VM, Gartner EM. 2018. Eco-efficient cements: potential economically viable solutions for a low-CO₂ cement-based materials industry. Cem Concr Res. 114:2–26.
Dixit S, Arora R, Kumar K, Bansal S, Vatin N, Araszkiewicz K, Epifantsev K. 2022. Replacing e-waste with coarse aggregate in architectural engineering and construction industry. Mater Today Proc. 56(4): 2353-2358.
Podolsky Z, Liu J, Dinh H, Doh JH, Guerrieri M, Fragomeni S. 2021. State of the art on the application of waste materials in geopolymer concrete. Case Stud Constr Mater. 15:e00637.
Avirneni D, Peddinti PRT, Saride S. 2016. Durability and long-term performance of geopolymer stabilized reclaimed asphalt pavement base courses. Constr Build Mater. 121:198–209.
Hoy M, Horpibulsuk S, Arulrajah A. 2016. Strength development of recycled asphalt pavement–fly ash geopolymer as a road construction material. Constr Build Mater. 117:209–219.
Hoy M, Rachan R, Horpibulsuk S, Arulrajah A, Mirzababaei M. 2017. Effect of wetting–drying cycles on compressive strength and microstructure of recycled asphalt pavement–fly ash geopolymer. Constr Build Mater. 144:624–634.
Rahman SS, Khattak MJ. 2020. Mechanical and durability characteristics of roller compacted geopolymer concrete using reclaimed asphalt pavement. Proceedings of the International Conference on Civil Infrastructure and Construction (CIC), 2020(1), 420–430.
Rahman SS, Khattak MJ. 2022. Feasibility of reclaimed asphalt pavement geopolymer concrete as a pavement construction material. Int J Pavement Res Technol. 16:888-907.
ASTM C127-88. Standard Test Method for Specific Gravity and Absorption of Coarse Aggregate.
ASTM C128-01. Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate.
ASTM C136-06. Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates.
ASTM C430-08. Standard Test Method for Fineness of Hydraulic Cement by the 45-µm (No. 325) Sieve.
ASTM C618-12a. Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete.
ASTM C25-11. Standard Test Methods for Chemical Analysis of Limestone, Quicklime, and Hydrated Lime.
IS 516 (Part 1/Sec 1). 2021. Hardened Concrete Methods of Test.
BIS:5816. 1999. Specification for splitting tensile strength of concrete -Method of Test, New Delhi, India.
BS 1881: Part 208. 1996. Testing concrete Part 208. Recommendations for the determination of the initial surface absorption of concrete.
ASTM C597-02. Standard Test Method for Pulse Velocity Through Concrete.
Kılıç D, Öz A, Benli A, Tortum A, Kaplan G, Aydın AC. 2025. Integration of reclaimed asphalt aggregates into glass fiber-reinforced alkali-activated composites: mechanical performance and durability. Constr Build Mater. 458:139645.
Ghosh A, Ransinchung G, Kumar P, Zaw CHH. 2024. Effect of particle size and proportion of RAP aggregates on strength, durability and microstructure of ambient cured geopolymer concrete mixes. Constr Build Mater. 455:139164. https://doi.org/10.1016/j.conbuildmat.2024.139164
Donatello S, Kuenzel C, Palomo A, Fernández-Jiménez A. 2014. High temperature resistance of a very high volume fly ash cement paste. Cem Concr Compos. 45:234–242.
Lin M, Chen G, Chen Y, Han D, Su R, Wu J. 2025. Mechanical properties and microstructure of fly ash and slag-based geopolymer prepared by silica fume-based activator. J Clean Prod. 498:145214.
Wojtacha-Rychter K, Cempa M, Król M, Kiełbasa K, Zhang L, Liu R, Smolinski A. 2025. Modified fly ash-based geopolymer as a sustainable solution for ammonia storage by sorption. Ind Crops Prod. 230:121057.
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