DocumentCode
3382649
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
fYear
2011
fDate
15-16 Aug. 2011
Firstpage
461
Lastpage
465
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;
fLanguage
English
Publisher
ieee
Conference_Titel
Automation and Logistics (ICAL), 2011 IEEE International Conference on
Conference_Location
Chongqing
ISSN
2161-8151
Print_ISBN
978-1-4577-0301-0
Electronic_ISBN
2161-8151
Type
conf
DOI
10.1109/ICAL.2011.6024763
Filename
6024763
Link To Document