Effects of thermally modified asphalt concrete on pavement temperature

Xijun Shi, Younho Rew, Enrique Ivers, Chang Shon, Earl M. Stenger, Philip Park

Research output: Contribution to journalArticle

11 Citations (Scopus)

Abstract

This study investigates the feasibility of mitigating temperature-related issues, such as heat island effect, ice layer formation and thermal distresses of asphalt pavement, by controlling thermal properties of hot mix asphalt (HMA). Expanded polypropylene (EPP) beads and graphite powder are selected as the additives to change the thermal properties of HMA, and their effects on thermal and mechanical properties are evaluated experimentally. The test results show that the EPP modified HMA yields a reduction in thermal conductivity, heat capacity and indirect tensile strength up to 17, 32, and 27%, respectively. Conversely, replacing a part of traditional fillers with graphite powder increases indirect tensile strength and thermal conductivity up to 40 and 43%, respectively. A series of heat transfer analysis was conducted using a finite difference heat transfer model to investigate the effects of the thermally modified HMA on the pavement temperature gradient and surface temperature. The simulation results show that the amplitude of daily surface temperature variation reduces as the HMA thermal conductivity increases. The HMA containing 4.8% graphite by volume of the mixture reduces the daily surface temperature amplitude by 8.1% in the summer simulation and 9.6% in the winter simulation. The graphite modified HMA also has 1.5 °C lower maximum pavement surface temperature than the non-modified HMA in the simulation for a summer day at Texas. This implies that the modified HMA with improved thermal conductivity, such as the graphite modified one, is effective in mitigating thermal cracking, rutting and urban heat island effect. In addition, the improved indirect tensile strength of graphite modified HMA will bring extra extension of pavement service life. The parametric study for wide ranges of thermal conductivity and heat capacity shows that the daily temperature amplitude on a pavement surface can be reduced up to 28.9% by selecting highly conductive aggregates and graphite powder.

Original languageEnglish
Pages (from-to)669-681
Number of pages13
JournalInternational Journal of Pavement Engineering
Volume20
Issue number6
DOIs
Publication statusPublished - Jun 3 2019

Fingerprint

Asphalt concrete
Asphalt
Pavements
Graphite
Thermal conductivity
Temperature
Tensile strength
Thermodynamic properties
Powders
Thermal effects
Specific heat
Polypropylenes
Heat transfer
Asphalt pavements
Service life
Thermal gradients
Ice
Fillers
Mechanical properties

Keywords

  • Asphalt concrete
  • expanded polypropylene
  • graphite
  • pavement surface temperature
  • thermal cracking
  • thermal properties
  • urban heat island effect

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Mechanics of Materials

Cite this

Effects of thermally modified asphalt concrete on pavement temperature. / Shi, Xijun; Rew, Younho; Ivers, Enrique; Shon, Chang; Stenger, Earl M.; Park, Philip.

In: International Journal of Pavement Engineering, Vol. 20, No. 6, 03.06.2019, p. 669-681.

Research output: Contribution to journalArticle

Shi, Xijun ; Rew, Younho ; Ivers, Enrique ; Shon, Chang ; Stenger, Earl M. ; Park, Philip. / Effects of thermally modified asphalt concrete on pavement temperature. In: International Journal of Pavement Engineering. 2019 ; Vol. 20, No. 6. pp. 669-681.
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