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contributor authorChongfu Cao
contributor authorXiaodi Hu
contributor authorJiuming Wan
contributor authorShaopeng Wu
contributor authorWenxia Gan
contributor authorYinglong Zhang
date accessioned2023-11-27T23:53:18Z
date available2023-11-27T23:53:18Z
date issued7/31/2023 12:00:00 AM
date issued2023-07-31
identifier otherJMCEE7.MTENG-15983.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293924
description abstractRutting distress and urban heat island effects correlated to high temperatures negatively affect asphalt pavement, so reducing pavement temperature and heat absorption is necessary. This study developed a thermal insulation friction course (TIFC) made of steel slag (SS), limestone, and ceramic fiber (CF). Stone matrix asphalt (SMA)-5 asphalt mixtures with various CF contents and aggregate types were used as the TIFC. Pavement performance and thermal constants were tested. Cooling and heat insulation performance in the laboratory and outdoors were conducted through infrared temperature image characterization, respectively. Corresponding heat absorption was then calculated. Results showed that SS and lower CF result in lower volume performance. SS can enhance TIFC’s higher skid resistance. The highest moisture resistance and interlayer shear strength appeared when SS and 2% CF were employed. SS and CF reduced the asphalt mixture’s temperature and heat absorption. TIFC with SS and 2% CF showed the lowest heat conductivity, diffusivity, and maximum interlayer shear strength. TIFC with SS and 2% CF also showed maximum cooling effects. TIFC will help to address rutting and urban heat island effects, which is beneficial for road engineering and environmental sustainability.
publisherASCE
titleEnhanced Thermal Insulation of Steel Slag Based on Ultrathin Friction Course with Ceramic Fiber
typeJournal Article
journal volume35
journal issue10
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-15983
journal fristpage04023374-1
journal lastpage04023374-17
page17
treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 010
contenttypeFulltext


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