Three-dimensional simulation of asphalt mixture incorporating aggregate size and morphology distribution based on contact dynamics method

被引:31
作者
Ge, Haitao [1 ]
Quezada, Juan Carlos [1 ]
Le Houerou, Vincent [2 ]
Chazallon, Cyrille [1 ]
机构
[1] Univ Strasbourg, ICube, INSA Strasbourg, CNRS,UMR 7357, F-67000 Strasbourg, France
[2] Univ Strasbourg, ICube, CNRS, UMR 7357, F-67000 Strasbourg, France
关键词
Morphology characterization; Contact dynamics method; 3D laser scanning; Particle tessellation; Complex modulus; Discrete element modelling; COMPLEX MODULUS; CONCRETE; SHAPE; BEHAVIOR; PREDICT;
D O I
10.1016/j.conbuildmat.2021.124124
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Aggregate size and morphology distribution have crucial influences on the performance of asphalt mixtures. In recent decades, the discrete element method (DEM) has been widely adopted to reconstruct aggregate particles and simulate the performance tests of asphalt mixtures. However, most simulations assume a simplification in the particle shape and neglect irregular particle features and its morphology distribution. In this study, based on the acquisition of three-dimensional (3D) aggregate shapes using laser scanning, the morphological characteristics for a large number of particles were analyzed statistically by image processing technology. Numerical asphalt mixture samples were generated by Voronoi tessellations combining the particle size distribution and morphology statistics. The model reliability has been validated by conducting experiments and simulations based on the Contact Dynamics (CD) method for the complex modulus test. Using this procedure, the aggregate morphology and size distribution could be incorporated in numerical simulations of asphalt mixtures. It also implies a significant computational-time reduction by skipping several preparation stages for polyhedral samples. The simulation method can be used to study granular systems as inclusion in a solid matrix such as asphalt mixtures. Furthermore, the micro-mechanism of mixture damage initiation can be revealed at the particle-scale by using the proposed method.
引用
收藏
页数:13
相关论文
共 54 条
[1]  
Adhikari S., 2008, GEOCONGRESS 2008 CHA, P1020
[2]   Evaluation of image analysis techniques for quantifying aggregate shape characteristics [J].
Al-Rousan, Taleb ;
Masad, Eyad ;
Tutumluer, Erol ;
Pan, Tongyan .
CONSTRUCTION AND BUILDING MATERIALS, 2007, 21 (05) :978-990
[3]   Calculation of the incremental stress-strain relation of a polygonal packing [J].
Alonso-Marroquin, F ;
Herrmann, HJ .
PHYSICAL REVIEW E, 2002, 66 (02) :1-021301
[4]  
[Anonymous], 2011, 18545 NP
[5]  
[Anonymous], 2013, International Journal of Pavement Research and Technology
[6]   Quasistatic rheology, force transmission and fabric properties of a packing of irregular polyhedral particles [J].
Azema, E. ;
Radjai, F. ;
Saussine, G. .
MECHANICS OF MATERIALS, 2009, 41 (06) :729-741
[7]   Coarse Aggregate Angularity and Its Relationship to Permanent Deformation of Gravel-Aggregate Hot-Mix Asphalt in New York State [J].
Bennert, Thomas ;
Cooley, L. Allen, Jr. ;
Ericson, Christopher ;
Zavery, Zoeb .
TRANSPORTATION RESEARCH RECORD, 2011, (2207) :25-33
[8]   Aggregate Shape Properties and Their Influence on the Behavior of Hot-Mix Asphalt [J].
Bessa, Iuri S. ;
Castelo Branco, Veronica T. F. ;
Soares, Jorge B. ;
Nogueira Neto, Jose A. .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2015, 27 (07)
[9]   Discrete element visco-elastic modelling of a realistic graded asphalt mixture [J].
Cai, W. ;
McDowell, G. R. ;
Airey, G. D. .
SOILS AND FOUNDATIONS, 2014, 54 (01) :12-22
[10]   Influence of aggregate morphology on the mechanical performance of asphalt mixtures [J].
Castillo, Daniel ;
Caro, Silvia ;
Darabi, Masoud ;
Masad, Eyad .
ROAD MATERIALS AND PAVEMENT DESIGN, 2018, 19 (04) :972-991