Shen Weiguo,Li Qiang,Cao Bing,et al.The aggregate gradation of drainage asphalt mixtures based on fractal feature[J].Science and Technology of Overseas Building Materials,2003,24( 5) : 11- 13.
Yang Ruihua,Xu Zhihong.Relationship between fractal dimension and road performance of dense-gradation asphalt mixture[J].China Civil Engineering Journal,2007,40( 3) : 98-103.
[7]
童琴.SAMPAVE 应力吸收层混合料沥青用量预估模型研究 [D].西安: 长安大学,2011.
[8]
Tong Qin.Estimation Model of Asphalt Content for SAMPAVE Stress Absorbing Lager Mixture [D].Xi’an: Chang’an University, 2011.
Xie Heping,Sun Hongquan.The theory of fractal interpolated surface and its applications[J].Applied Mathematics and Mechanics, 1998,19( 4) : 297-306.
[11]
Mohan Y,Button J W,Zollinger D G.Fractals of aggregates correlated with creep in asphalt concrete[J].Journal of Transportation Engineering,1996,122( 1) : 22-28.
[12]
Masad E,Button J W,Papagiannakis T.Fine-aggregate angularity: automated image analysis approach[J].Journal of the Transportation Research Record,2000 ( 1721) : 66-72.
[13]
Kokkalis A G,Panagouli O K.Fractal evaluation of pavement skid resistance variations.I: surface wetting[J].Chaos,Solitons & Fmctals,1998,9( 11) : 1875-1890.
[14]
Perdomo D,Button J W,Lytton R L.A new approach for prediction of permanent deformation[M].U.S.: American Society for Testing and Materials,1992.
[15]
李国强,邓学钧.级配骨料的分形效应[J].混凝土,1995( 1) : 3-7.
[16]
Li Guoqiang,Deng Xuejun.The fractal effect of gradation aggregate [J].Concrete,1995( 1) : 3-7.