Mechanical and Economic Analysis of Asphalt Pavement Structure on Mix Base

被引:0
|
作者
Peng Hong-wei [1 ]
Ou Bi-feng [2 ]
机构
[1] Hunan Commun Sci Res Inst, Changsha, Hunan, Peoples R China
[2] Hunan ChangXiang Expressway, Changsha, Peoples R China
来源
PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5 | 2012年 / 204-208卷
关键词
Road Engineering; Mix Base; Asphalt Pavement; Mechanical Analysis;
D O I
10.4028/www.scientific.net/AMM.204-208.1626
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Based on asphalt pavement design theory and criterions in China, five asphalt structures are put out, including three mix base pavement structures, one typical semi-rigid base pavement structure and one typical flexible base pavement structure. For contract study, different pavement structures were selected with various combinations of modulus and Poisson ratio, but the total thickness is same for comparative analysis. The stress-strain at different depth in asphalt layer is calculated by using BISAR program. The data analysis is carried out for the maximum tensile stress, and the maximum strain of asphalt layer, and the maximum compressive strain on top of sub grade, deflection on asphalt surface. And budget basis price for base is contrasted too. The data analysis results show that the mix base asphalt pavement structures can be designed to get better pavement mechanical performance than typical semi-rigid base and typical flexible base asphalt pavement structures, while the price is higher than that of semi-rigid base. If we consider fatigue life, the cost performance for mix base of upper base with asphalt stabilized macadam is the best. This gives out the important reference for widespread the mix base in future.
引用
收藏
页码:1626 / 1632
页数:7
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