1MASAD E.Review of imaging techniques for characterizing the shape of aggregates used in asphalt mixes[C]//International Center for Aggregates Research 9th Annual Symposium.Aggregates-concrete,Bases and Fines.Washington,DC:The National Academies of Sciences,Engineering and Medicine,2001:10-15.
2MASAD E.The development of a computer controlled image analysis system for measuring aggregate shape properties[R].Washington,DC:Transportation Research Board,2003:5-7.
3MASAD E,BUTTON J.Unified imaging approach for measuring aggregate angularity and texture[J].Computer-aided civil and infrastructure engineering,2003,15(4):273-280.
7WANG L B,PARK J,MOHAMMAD L.Quantification of morphology characteristics of aggregate from profile images[R].Washington,DC:Transportation Research Board 82nd Annual Meeting,2003:3-8.
8WANG L B,LAI J S,FROST J D.Fourier morphological descriptors of aggregate profiles[C]//IMAGING T.Techniques and Applications in Civil Engineering Second International Conference.USA:American Society of Civil Engineers,1998:76-87.
9PAN T Y,TUTUMLUER E.Imaging-based direct measurement of aggregate surface area and its application in asphalt mixture design[J].Computer-aided civ.inf.,2010,11(5):415-428.
5SAMER D,EYAD M,DALLAS I.,et al. Mechanistic modeling of permanent deformation in asphalt mixes with the effect of aggregate characteristies[A]. Association of Asphatt Paving Technologists-Proceedings of the Technical Sessions 2006 Annual Meeting[C]. Washington DC: [sn],2006 : 535-576.
6DENNIS G,EYAD M, ARIF C, et al. Characterization of aggregate resistance to degradation in stone matrix asphalt mixtures[J]. Transportation Research Record, 2006 (1962):55-63.
7GUDIMETTLA J M, COOLEY A, BROWN R. Workability of hot-mix asphalt[J]. Transportation Research Record,2004 (1891):229-237.
8T. Pan , E. Tutumlue. Imaging Based E-valuation of Coarse Aggregate Size and Shape Prop-erties Affecting Pavement Performance. Advances inPavement Engineering[J]. ASCE, 2005.
