Title :
Study on grading envelope of AC-16 asphalt mixture based on rutting resistance performance
Author :
Weirong Huang ; Ping Yu ; Xing Huang
Author_Institution :
Chongqing Key Lab. of Mountain Road Struct. & Mater., Chongqing Jiaotong Univ., Chongqing, China
Abstract :
In this paper, the coarse aggregate packing density tests are studied on different proportion the various particle sizes over 4.75mm, and the demarcation point between coarse and fine aggregate of AC-16 asphalt mixture is 4.75mm, the optimum grading of coarse aggregate is determined by the minimum voids in mineral aggregate. Freeze-Thaw Split and Rutting are tested on 9 kinds of grading AC-16 asphalt mixture with different size and proportion fine aggregate. The results show that the percent passing 4.75mm sieve has affected significantly on the high-temperature rutting resistance and water stability of the asphalt mixture. Based on laboratory test results and grading application experience, it is proposed that the engineering design grading envelope of AC-16 asphalt mixture adapted to the summer hot climates characteristics, which improved the rutting resistance capability of asphalt pavement in hot areas during summer.
Keywords :
aggregates (materials); asphalt; design engineering; minerals; road building; AC-16 asphalt mixture; coarse aggregate packing density test; freeze-thaw split; grading envelope; high-temperature rutting resistance; mineral aggregate; minimum voids; particle size; water stability; Aggregates; Asphalt; Minerals; Resistance; Shape; Stability analysis; Thermal stability; Asphalt Mixture; Grading Envelope; Hot Region; Rutting; Water Stability;
Conference_Titel :
Automation and Logistics (ICAL), 2011 IEEE International Conference on
Conference_Location :
Chongqing
Print_ISBN :
978-1-4577-0301-0
Electronic_ISBN :
2161-8151
DOI :
10.1109/ICAL.2011.6024763