Discrete Element Simulation of Aggregate Sphericity and Orientation: An Approach to Improving the Understanding of Asphalt Concrete

Many studies have concluded that mineral aggregate properties such as sphericity and orientation play very important roles in determining asphalt concrete (AC) performance. Their observations of existing studies however, came from the combined effects of many factors such as air voids, aggregate gradations, asphalt binder properties, etc. The objective of this study is to investigate the isolated effects of aggregate sphericity and orientation angles on the creep stiffness of AC mixtures. Instead of using the traditional experiment-based methods, this study utilizes discrete element simulation of idealized AC mixtures. To build the AC microstructure, previously developed user-defined discrete element model was utilized; known as the rounded aggregate R model. The mechanical interactions in the digital specimens were simulated with the previously developed viscoelastic discrete element model. Through this study, it was observed that: 1) aggregate sphericity and orientation have significant impact on AC creep stiffness; 2) the effects of aggregate sphericity indices were correlated with that of aggregate orientation angles and vice versa.

[1]  S. H. Carpenter,et al.  Effect of Coarse Aggregate Morphology on Permanent Deformation Behavior of Hot Mix Asphalt , 2006 .

[2]  Jay N. Meegoda,et al.  Modeling Viscoelastic Behavior of Hot Mix Asphalt ( HMA ) Using Discrete Element Methods , 1994 .

[3]  P. Kandhal,et al.  AGGREGATE TESTS RELATED TO ASPHALT CONCRETE PERFORMANCE IN PAVEMENTS , 1998 .

[4]  Charles R Foster DOMINANT EFFECT OF FINE AGGREGATE ON STRENGTH OF DENSE-GRADED ASPHALT MIXES , 1970 .

[5]  Ali Maher,et al.  Comparing Fine Aggregate Angularity with Aggregate and Hot-Mix Asphalt Performance Tests , 2006 .

[6]  Hussain U Bahia,et al.  Distribution of Strains Within Hot-Mix Asphalt Binders: Applying Imaging and Finite-Element Techniques , 2000 .

[7]  Qingli Dai,et al.  Prediction of Creep Stiffness of Asphalt Mixture with Micromechanical Finite-Element and Discrete-Element Models , 2007 .

[8]  Yu Liu,et al.  Viscoelastic Model for Discrete Element Simulation of Asphalt Mixtures , 2009 .

[9]  William G. Buttlar,et al.  Discrete Element Modeling of Asphalt Concrete: Microfabric Approach , 2001 .

[10]  M. Sadd,et al.  Parametric Model Study of Microstructure Effects on Damage Behavior of Asphalt Samples , 2004 .

[11]  Erol Tutumluer,et al.  Test Methods for Characterizing Aggregate Shape, Texture, and Angularity , 2005 .

[12]  N. Mike Jackson,et al.  Contribution of Fine Aggregate Angularity and Particle Shape to Superpave Mixture Performance , 1998 .

[13]  Kamyar C. Mahboub,et al.  FLAT AND ELONGATED AGGREGATES IN SUPERPAVE REGIME , 2000 .

[14]  Adam Zofka,et al.  Investigation of Superpave Fine Aggregate Angularity Criterion for Asphalt Concrete , 2007 .