外文资料翻译--分形维数与沥青混凝土力学性能之间的关系(编辑修改稿)

外文资料翻译--分形维数与沥青混凝土力学性能之间的关系(编辑修改稿)内容摘要：

particles using the packing volume concept developed by Tons and Goetz [24]. They found a significant increase in asphalt mix stability with increasing geometric irregularities of the aggregate particles [23]. 4. Conclusions The present study was undertaken to investigate the effect of fractal dimension on mechanical properties of asphalt concrete. The test results indicated that there is a strong correlation between fractal dimension of coarse aggregates and mechanical properties of asphalt concrete. Hence, it may be said that the fractal dimension of aggregates is used for determination of mechanical properties of asphalt concrete. References 1. Kuo CY, Frost JD, Lai JS, Wang LB. ThreeDimensional Image Analysis ofAggregate Particles from Orthogonal Projections. Transportation ResearchRecord 1526, National Research Council Washington DC 1996; pp. 98103. 2. Topal T, Sengoz B. Determination of fine aggregate angularity in relation with the resistance to rutting of hotmix asphalt. Construction and Building Materials , 2020;19:155–163 3. Shklarsky E, Livneh M. The Use of Gravels for Bituminous Mixtures. In:Proceedings of The Association of Asphalt Paving Technologists 1964; Vol. 33, pp. 23–65. 4. Li MC, Kett I. Influence of Coarse Aggregate Shape on the Strength of AsphaltConcrete Mixtures. Highway Research Record 1967; 178: pp. 93–106. 5. Stephens JE, Sinha KC. Influence of Aggregate Shape on Bituminous MixCharacter. Journal of The Association of Asphalt Paving Technologists 1978; , pp. 434–456. 6. Kalcheff IV, Tunnicliff DG. Effects of Crushed Stone Aggregate Size and Shapeon Properties of Asphalt Concrete. In: Proceedings of Association of Asphalt Paving Technologists 1982; Vol. 51: pp. 453–483. 7. Huber GA, Heiman GH. Effect of Asphalt Concrete Parameters on RuttingPerformance: a Field Investigation. In: Proceedings of The Association of AsphaltPaving Technologists 1987; Vol. 56:33–61. 8. Krutz NC, Sebaaly PE. Effect of Aggregate Gradation on Permanent Deformation of Asphaltic Concrete. In: Proceedings of The Association of Asphalt Paving Technologists 1993; Vol. 62, pp. 450–473. 5 9. Oduroh PK, Mahboub KC, Anderson RM. Flat and Elongated Aggregates inSuperpave Regime. Journal of Materials in Civil Engineering 2020; Vol. 12, –130. 10. Mandelbort, ., (1977). Fractals form, change and dimension. Freeman, SanFrancisco, p. 273. 11. Kaye, ., (1978). Specification of the ruggedness and/or texture of a fine particle profile by its fractal dimension. Powder Technology, 21, 116. 12. Kennedy, ., Lin, .,(1992). A parison of Fourier and fractaltechniques in the analysis of closed forms. J. Sedimentary Petrology 62 (5), 842848. 13. Hoyez, B., (1994). The roughness of sand grains: an application of Fourieranalysis and of fractal dimension. Ann. Soc. G233。 ol. du Nord, , 2232。 me s233。 rie, –83. (In French). 14. Vallejo, ., (1995). Fractal analysis of granular materials. Geotechnique, 45,159163. 15. Vallejo, ., Zhou, Y., (1995). The relationship between the fractal dimensionand Krumbein39。 s roundness number. Soils and Foundations, 35 (1), 163167. 16. Hyslip, ., V。