Environmentally Tuning Asphalt Pavements Using Microencapsulated Phase Change Materials. Issue 5 (May 2022)

• Record Type: Journal Article
• Authors: Montoya, Miguel A.; Betancourt, Daniela; Rahbar-Rastegar, Reyhaneh; Youngblood, Jeffrey; Martinez, Carlos; Haddock, John E.
• Is Part Of: Transportation research record. Volume 2676:Issue 5(2022)
• Page Start: 158
• Page End: 175
• Publication Date: 2022-05
• Subjects: microencapsulated phase change material -- asphalt binder rheology -- asphalt mixture design -- thermal performance -- mechanical performance; Transportation -- Periodicals; Roads; Transport -- Périodiques; Routes -- Périodiques; Routes -- Conception et construction -- Périodiques; Roads; Transportation; 388.05
• DOI: 10.1177/03611981211068366
• Languages: English
• ISSNs: 0361-1981

Abstract

Environmental conditions are considered an important factor influencing asphalt pavement performance. The addition of modifiers, both to the asphalt binder and the asphalt mixture, has attracted considerable attention in potentially alleviating environmentally induced pavement performance issues. Although many solutions have been developed, and some deployed, many asphalt pavements continue to fail prematurely because of environmental loading. The research reported here investigates the inclusion of microencapsulated phase change material (μPCM) in asphalt binders and mixtures to help reduce environmental damage to asphalt pavements. The μPCM particles are formulated to absorb and release thermal energy as the particles liquify and solidify, depending on pavement temperature. As a result, μPCM can provide asphalt pavements with thermal energy storage capacities to reduce the impacts of drastic ambient temperature scenarios and minimize the appearance of critical temperatures within the pavement structure. By modifying asphalt pavement materials with μPCM, it may be possible to "tune" the pavement to the environment. Through rheology, differential scanning calorimetry, thermal cycling, and dynamic modulus testing, this work attempts to capture the μPCM effect and link the behavior between μPCM modified asphalt binders and mixtures. This study identifies a novel approach to determine when the μPCM effect occurs using rheological measurements. Additionally, the thermal and mechanical performances of μPCM modified asphalt mixtures are evaluated. An asphalt mixture design method is demonstrated to systematically incorporate a substantial portion of μPCM particles in a reference mixture. The findings extend the thermomechanical understanding of μPCM modified asphalt binders and mixtures.