Asphalt Mix Design Optimization for Efficient Plant Management

被引:6
作者
Awuah-Offei, Kwame [1 ]
Askari-Nasab, Hooman [2 ]
机构
[1] Missouri Univ Sci & Technol, Dept Min & Nucl Engn, Rolla, MO 65401 USA
[2] Univ Alberta, Dept Civil & Environm Engn, Sch Min & Petr Engn, Markin CNRL Nat Resources Engn Facil 3 044, Edmonton, AB T6G 2W2, Canada
关键词
D O I
10.3141/2098-11
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The role of aggregate gradation in hot-mix asphalt performance is well documented in the literature. Yet the Bailey method is the only tool available for guidance on aggregate gradation selection for optimal performance. Also, there is a lack of tools for design engineers and plant managers of quarry sites to manage stockpile inventory levels and control cost of aggregate used in asphalt mixes. This work presents a linear programming model of the asphalt mix design problem and a numerical algorithm to solve the model. The algorithm is implemented in MATLAB as an asphalt mix design optimization (AMIDO) program. The program is successfully verified with an example. The results show that using the Bailey method alone results in suboptimal results and that cheaper mixes with similar aggregate ratios can be designed with the same aggregate stockpiles. For the specific stockpiles used in the verification, the AMIDO mix design resulted in a 53-cent/ton reduction in aggregate cost. This work improves the state of the art in asphalt mix design for dense-graded mixes and could be modified for other mixes.
引用
收藏
页码:105 / 112
页数:8
相关论文
共 21 条
[1]  
[Anonymous], 2007, MATLAB 7 4 R2007A HE
[2]  
Brown R., 2001, Superpave Mixture Design Guide
[3]  
Coree B.J., 1999, Transportation Research Record: Journal of the Transportation Research Board, V1681, P148
[4]  
Dantzig G.B., 1955, Pacific J. Math., V5, P183
[5]  
Gill P. E., 1981, Practical optimization
[6]   VARIATION IN A COLONY OF THE SNAIL CEPAEA-NEMORALIS (L) [J].
GOODHART, CB .
JOURNAL OF ANIMAL ECOLOGY, 1962, 31 (02) :207-+
[7]  
HINRICHSEN JA, 1996, TRANSPORT RES REC, V1545, P75, DOI DOI 10.3141/1545-10
[8]  
HUBER GA, 1992, AM SOC TEST MATER, V1147, P225, DOI 10.1520/STP24220S
[9]  
Kandhal P.S., 1985, P ASS ASPHALT PAVING, V54, P284
[10]  
Kandhal PS, 2001, TRANSPORT RES REC, P146