Thermal Resistant Stone Mastic Asphalt Surface and Its Antirutting Performance
Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 11
Abstract
The influence of refractory gravel amount and thermal resistance performance on a stone mastic asphalt-13 (SMA-13) road was studied through an indoor simulated light test. Thermal resistance friction course-13 (TRFC-13) was developed, and its antirutting performance was evaluated. The simulated illumination time should be 3 h when the surface temperature of an ordinary SMA rut board can reach 75°C, thereby corresponding to an extreme temperature of 41°C in summer. The replacement of single- and two-stage aggregates was explored. In comprehensive thermal resistance, road, and economic performances, 4.75–9.5 mm refractory gravel is recommended to replace the same particle size of 60% ordinary aggregate. The dynamic stability of TRFC-13 can be increased by 1.23, 1.56, 2.14, and 3.55 times at 38°C, 39°C, 40°C, and 41°C, respectively, compared with ordinary SMA-13. The low temperature and water stability satisfy the specification requirements.
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Acknowledgments
This research was supported by the scientific project from Zhejiang Provincial Communication (Grant Nos. 2014H60, 2015J23, and 2016020), the National Natural Science Foundation of China (under Project No. 51408044), the China Postdoctoral Science Foundation (under Project No. 2015T80999), and the Scientific Research of Central Colleges of China for Chang’an University (under Project No. 310821171113). The authors gratefully acknowledge this financial support.
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Published In
Journal of Materials in Civil Engineering
Volume 30 • Issue 11 • November 2018
Copyright
©2018 American Society of Civil Engineers.
History
Received: Oct 25, 2017
Accepted: May 1, 2018
Published online: Aug 30, 2018
Published in print: Nov 1, 2018
Discussion open until: Jan 30, 2019
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