3ARAVINDA K,DAS A. Pavement design with central plant hot-mix recycled.asphalt mixes[J]. Construction and Building Materials,2007,21(5) :928-936.
4VARIK W R,HUBER G,PINE W J,et al. Bailey method for gradation selection in hot-mix asphalt mixture design[C]// IMAD Al-qadi. Transportation Research Record. Washington DC: Transportation Research Board of the National Academies, 2002 : 10-20.
5CHRISTENSEN D W,PELLINEN T K,BONAQUIST R F. Hirsch model for estimating the modulus of asphalt concrete [J]. Journal of the Association of Asphalt Paving Technologists,2003,72(6) :97-121.
6AASHTO Provisional Standard 1994 Standard test method for determining the fatigue life of compacted hot mix asphalt(HMA) subjected to repeated flexural bending[S].
7PELL P S,COPPER K E. The effect of testing and mix varia bles on the fatigue performance of bituminous materials[J]. Association of Asphalt Paving Technologists, 1975,44 (2):1-37.
8AKHTARHUSEIN A T. Modeling fatigue response of asphal-aggregate mixtures[J]. Association of Asphalt Pavirag Technologists, 1993,62(2) : 385-421.
9van DIJK W. Practical fatigue characterization of bituminous mixes[J]. Association of Asphalt Paving Technologists, 1997, 66(4) :74-108.
10SANTUCCI L E. The effect of asphalt properties on the fatigue resistance of asphalt paving mixture[J]. Association of Asphalt Paving Technologists, 1969,38 (2) : 65-97.
