4.7 Article

Fabrication of cooling asphalt pavement by novel material and its thermodynamics model

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 272, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2020.121930

Keywords

Phase change materials; Asphalt pavement; Cooling performance; Finite element method

Funding

  1. National Natural Science Foundation of China [51704040, 5200041650]
  2. Hunan Provincial Natural Science Foundation of China [2019JJ50663, 2020JJ5736]
  3. Huxiang Young Talents Program [2020RC3039]
  4. Training Program for Excellent Young Innovators of Changsha
  5. Science and Technology Youth Talent Support Project of China Association
  6. Scientific Research Fund of Hunan Provincial Education Department [19A022]
  7. Open Project of State Key Laboratory of Environment friendly Energy Materials [19kfhg12]
  8. Key Research and Development Program of Hunan Province [2019SK2171]
  9. Opening Project of Key Laboratory of Road Structure and Materials, Guangxi [2018gxjgclkf001]

Ask authors/readers for more resources

The study successfully prepared cooling asphalt pavement using compound phase change materials (CPCMs), and verified their thermal performance and stability through various testing methods. CPCMs with diatomite as carrier still maintain superior chemical and thermal stability after 100 cycles. The addition of CPCMs can effectively reduce the surface temperature of asphalt pavement, potentially alleviating extreme temperatures in pavement.
It is an important research field to restrict the extreme temperature of pavement by using the robust thermal performance of phase change materials. In this study, diatomite, expanded perlite, and stearic acid were chosen to prepare compound phase change materials (CPCMs) for the fabrication of novel cooling asphalt pavement. The microtopography and characteristics of CPCMs were described by scanning electronic micro-scopy, Fourier transform infrared spectroscopy and X-ray diffraction. The thermal performance and stability were confirmed by thermogravimetric analysis and differential scanning calorimetry. The cooling asphalt pavement was evaluated by pavement performance and thermal performance test. Finally, the heat transfer simulation of the cooling asphalt pavement and the conventional asphalt pavement were established by the finite element method. CPCMs with diatomite as carrier still feature superior chemical and thermal stability after 100 cycles. The upper and bottom surface temperatures of the asphalt pavement can be reduced by 10.90 degrees C and 5.03 degrees C, respectively. The temperature gradient at each stage showed that the addition of CPCMs helps to restrict the extreme temperature of the pavement, and has the potential to restrict the temperature extremities in pavement and the effect of urban heat island. (C) 2020 Elsevier Ltd. All rights reserved.

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