Experimental Study on Performance of Crushed-Rock Embankment with Heat-Induced Asphalt Pavement
Abstract
Previous numerical and field studies have confirmed effectiveness of the crushed-rock embankment (CRE) in protecting permafrost foundations in cold regions. However, some recent field monitoring data indicated that the CRE was not effective enough to prevent the permafrost foundations from thawing in some highway applications. The undermined effectiveness of the CRE was attributed to the strong heat absorption associated with the black asphalt pavement which absorbed more heat compared with lighter-colored surfaces. In order to strengthen the cooling effect of CRE in highway application, the composite CRE section with the heat-induced asphalt pavement (the composite CRE section) was presented. And then, the indoor laboratory model tests were performed to investigate the cooling performances of two sections: one is the composite CRE section, the other is the control CRE section with the conventional asphalt pavement (the control CRE section). Various sensors were installed at different locations of the two test sections to monitor the temperature, wind speed, and heat flux in order to better understand the working mechanisms of the different CRE structures. The test results showed that: (1) the heat-induced asphalt pavement increased the heat release in cold cycles, which was conducive to generate natural convection of the CRE. The cooling effect of the composite CRE section on the foundation was better than that of the control CRE section. (2) The maximum velocity of natural convection of crushed-rock layer in the composite CRE section was bigger than that of the control CRE section. The duration of the convection stage in the composite CRE section was longer than that of the control CRE section. (3) In warming cycles, the heat flux in the composite CRE section was slightly larger than that in the control CRE section. In cooling cycles, the heat flux in the composite CRE section was much smaller than that in the control CRE section. By comparing the cooling effects, air convective characteristics, and transient heat flux in the two CRE sections, the composite CRE section has a good cooling effects comparing with the control CRE section.
Recommended Citation
D. Chen et al., "Experimental Study on Performance of Crushed-Rock Embankment with Heat-Induced Asphalt Pavement," Transportation Geotechnics, vol. 21, Elsevier Ltd, Dec 2019.
The definitive version is available at https://doi.org/10.1016/j.trgeo.2019.100270
Department(s)
Civil, Architectural and Environmental Engineering
Research Center/Lab(s)
Center for Research in Energy and Environment (CREE)
Keywords and Phrases
Asphalt pavement; Crushed-rock embankment; Highway; Natural convection; Permafrost
International Standard Serial Number (ISSN)
2214-3912
Document Type
Article - Journal
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2019 Elsevier Ltd, All rights reserved.
Publication Date
01 Dec 2019
Comments
This research was supported by the National Science and Technology Support Program of China (Grant Nos. 2014BAG05b01, 2014BAG05b03), and the Project of Youth Science and Technology New Star in Shaanxi Province of China (2017KJXX-25 , 2018KJXX-57).