DocumentCode :
2851917
Title :
Mountain asphalt pavement in high temperature and rainy area
Author :
Wuyi Feng ; Naixing Liang ; Yuanwen Cao ; Yu Wang
Author_Institution :
Chongqing Jiaotong Univ., Chongqing, China
fYear :
2009
fDate :
17-17 Oct. 2009
Firstpage :
223
Lastpage :
226
Abstract :
The mountain pavement in Southwestern China is likely to produce rut, cracks, and subsidence because the area is high in temperature and rainy. Therefore, this poses strict requirement concerning high temperature stability and water stability of pavement performance. This paper puts forward the new SBS asphalt mixture design, basement design, and construction method based on optimal mineral aggregate gradation in the design of pavement of Jiangjin-Hejiang segment of Chengdu-Chongqing highway. Indexes of the segment built up in two years are good; the benefits achievement can be referenced by new highway construction and reconstruction. In the highway construction in western China, the most difficult constructing is in southwestern mountains. It is high in temperature and rainy in southwestern mountains, asphalt pavement needs strict pavement performance. Because high temperature (average temperature is more than 20 ??C in summer) is likely to cause rutting, the high temperature stability is very important in the asphalt mixture paving in construction. On the other hand, flood is the most important reason in pavement disease, reflection crack and net split and subsidence in rainy mountains (annual precipitation is more than 1400 mm). The aggregate gradation should meet the following requirements: (1) good anti-deformability in high temperature and resistant water damage ability; (2) good workability and compatibility in construction; (3) maintain the whole compactness of asphalt structure. Hence, this paper focuses on the design of pavement of Jiangjin-Hejiang segment of Chengdu-Chongqing highway.
Keywords :
aggregates (materials); asphalt; cracks; design engineering; mechanical stability; mixtures; rain; road building; structural engineering; workability; Chengdu-Chongqing highway; Jiangjin-Hejiang segment; SBS asphalt mixture design; Southwestern China; antideformability; asphalt pavement; basement design; compactness; construction method; cracks; high temperature stability; highway reconstruction; mountain pavement; optimal mineral aggregate gradation; rainy area; reflection crack; rut; subsidence; water resistant; water stability; workability; asphalt pavement; high temperature and rain; mountain pavement; pavement performance;
fLanguage :
English
Publisher :
iet
Conference_Titel :
Advanced Forum on Transportation of China (AFTC 2009), 5th
Conference_Location :
Beijing
ISSN :
0537-9989
Type :
conf
DOI :
10.1049/cp.2009.1617
Filename :
5499212
Link To Document :
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