Porosity of the Dominant Aggregate Size Range to Evaluate Coarse Aggregate Structure of Asphalt Mixtures

被引:41
作者
Kim, Sungho [1 ]
Roque, Reynaldo [2 ]
Birgisson, Bjorn [3 ]
Guarin, Alvaro [2 ]
机构
[1] Univ N Florida, Coll Comp Engn & Construct, Jacksonville, FL 32224 USA
[2] Univ Florida, Dept Civil & Coastal Engn, Gainesville, FL 32611 USA
[3] Royal Inst Technol, Sch Civil & Architectural Engn, SE-10044 Stockholm, Sweden
关键词
Aggregates; Asphalts; Mixtures; Particle size distribution; Porosity; Spacing;
D O I
10.1061/(ASCE)0899-1561(2009)21:1(32)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the results from an evaluation of a new gradation-based framework developed for identifying and assessing the coarse aggregate structure of dense-graded mixtures for resistance to rutting. A theoretical packing-based analysis procedure was used to evaluate the coarse aggregate structure for hot mix asphalt mixtures. This procedure was applied to an extensive range of mixtures. A key feature of this new framework is the concept of the existence of a dominant aggregate size range (DASR). The porosity of the DASR is calculated based on an interaction diagram to evaluate the degree of particle-to-particle interaction of coarse aggregates between contiguous sieve sizes. In addition, an interaction diagram-based criteria for dense-graded Superpave mixtures are determined, as well as criteria for the porosity of the DASR. Based on the field and laboratory-based rutting performance of the mixtures evaluated in this paper, it was concluded that DASR along with the porosity of the DASR may provide a framework for evaluating the gradation of dense graded mixtures for their likely rutting potential.
引用
收藏
页码:32 / 39
页数:8
相关论文
共 17 条
[1]  
[Anonymous], 1979, GROUNDWATER
[2]  
*ASPH I, 2001, SUP SER ASPH I, V2
[3]  
Birgisson B, 2004, J ASSOC ASPHALT PAV, V73, P23
[4]   Development of tentative guidelines for the selection of aggregate gradations for hot-mix asphalt [J].
Birgisson, B ;
Ruth, BE .
AGGREGATE CONTRIBUTION TO HOT MIX ASPHALT (HMA) PERFORMANCE, 2001, 1412 :110-127
[5]  
Brown ER, 2004, J ASSOC ASPHALT PAV, V73, P287
[6]  
BROWN ER, 2002, 200212 NCAT
[7]  
DRAKOS C, 2005, J ASTM INT, V2, P158
[8]  
Drakos CA, 2001, TRANSPORT RES REC, P59
[9]  
Epps J. A., 2002, NCHRP Report 455: Recommended Performance-Related Specification for Hot-Mix Asphalt Construction: Results of the WesTrack Project
[10]  
EPPS JA, 1997, 8 INT S ASPH PAV SEA