<p>The vulnerability of highway infrastructure to changes in
environmental conditions is becoming a topic of concern, and the effects of
climate on pavement performance need to be better mitigated. Abrupt
environmental fluctuations can detrimentally affect pavement performance and
service conditions. Moreover, noticeable temperature fluctuations, coupled with
heavy vehicles and ample rainfall and snow precipitations, can cause pavements
to reach their limiting performance criteria rapidly. </p>
<p>Asphalt materials must balance the
need for thermal management with mechanical resistance to maximize pavement
performance in such unpredictable environments. The ability to endow asphalt
pavements with thermal energy storage capacities based on environmental
conditions will enhance their life cycle performance. Phase Change Materials
(PCMs) have demonstrated ideal characteristics as thermoregulating agents for
various engineering applications. PCMs are substances that absorb and release
thermal energy as they liquify and solidify, depending on pavement temperature.
Accordingly, this study investigates the environmental tuning of asphalt
pavements using PCMs. This dissertation presents four thematic research efforts
that intend to: (1) reveal the benefits of modifying asphalt pavements with
PCMs to lessen the appearance of low and high temperatures in roads, (2)
develop characterization and design techniques to aid the tuning of asphalt
pavements with Microencapsulated PCMs (μPCMs), (3) illustrate the challenges of
implementing new paving technologies, and (4) propose a statistical approach to
predict the volumetric, mechanical, and thermal properties of asphalt mixtures
simultaneously.</p>
<p>The findings of this dissertation
corroborate through experimental and computational results that, indeed, PCMs
can enhance the thermal response of asphalt pavements to adverse freezing temperatures,
leading to a considerable reduction in snow accumulation and ice formation at
the pavement's surface. A prototype PCM asphalt pavement slab shows that, over
a year and across 100 locations in the United States, the exposure of asphalt
pavements to freezing temperatures could be reduced up to 29.1% by taking
advantage of the thermal effect of PCMs. Additionally, μPCM modified asphalt
mixtures demonstrate that high temperatures (above 43°C) in asphalt pavements
could be alleviated, reducing the contributions of roads to the urban heat
island effect. </p>
<p>Thermal cycling results suggest
that μPCM tuned asphalt mixture specimens can experience temperature reductions
between 1.8 and 10.3°C, as compared to non-μPCM modified asphalt mixture
specimens subjected to the same ambient temperatures. However, this outcome depends
on the amount and characteristics of μPCMs, asphalt mixture materials, ambient
temperature, phase change transition (liquification or solidification), depth
from the pavement surface, and density of the compacted asphalt mixture
specimens. Thus, to systematize this tuning effect, a portion of this study focuses
on developing a rheological approach for identifying the μPCM latent heat
effect and a design approach for reproducing asphalt mixtures with μPCM in
large quantities. A Complex Shear Modulus (G*) Change Rate emerges as one of
the most interesting findings of this dissertation and as a novel parameter to
detect the μPCM latent heat effect using rheological measurements. The G*
Change Rate links well with the Differential Scanning Calorimetry results of μPCM
modified asphalt binders and thermal response of μPCM modified asphalt mixtures.
</p>
<p>Although the design of μPCM
modified asphalt mixtures is successfully demonstrated, mechanical testing
results reveal that there are still several challenges to be addressed in the
implementation of μPCM tuned asphalt pavements. As such, this dissertation
presents a field demonstration project accompanied by a thorough statistical
analysis that could assist in implementing asphalt pavements with PCMs. The
proposed statistical approach could help adjust the volumetric, mechanical, and
thermal properties of μPCM modified asphalt mixtures. Overall, the findings of
this dissertation are worth further exploration to promote the adaptability of
asphalt pavements to the environment through the utilization of thermal energy
storage systems.</p>
Funding
Indiana Department of Transportation (INDOT) and Joint Transportation Research Program (JTRP), SPR-4335
Partnership to Enhance General Aviation Safety, Accessibility and Sustainability (PEGASAS), a Federal Aviation Administration (FAA) Center of Excellence for General Aviation, Project 27, Heated Pavements Phase Change Materials