4Wckumbura C. Linear and non-linear viscoelastic behaviour of selected neat and polymer modified asphalts ( PMAs ) [ D ]. Calgary: Department of Civil Engineering, Uiversity of Cal-gary, 2005.
5Sherwood J, Thomas N L, Qi X. Correlation of superpave G */simδ with rutting test results from accelerated loading facility [ R]. Washington D C: National Research Council, 1998.
6D' Angelo J. Performance specification for asphalt binders in the USA [ A ].//Plenary Lecture at the 39th Annual Peterson Research Conference [ C]// Laramie, Wyoming: [ s. n. ] , 2002.
7Dongre R, D' Angelo J. Evaluation of different parameters for superpave high temperature specification based on rutting per- formance in the accelerated loading facility at FHWA [ M ]. Washington D C: National Research Council, 2004.
8Bahia H U, Hanson D L, Zeng M, et al. Characterization of modified asphalt binders in superpave mix design [ R ]. NCHRP Report 459, Washington, D C: National Academy Press, 2001. 46-49.
9Plazek D J, Frund Z N. Recoverable creep compliance prop- erties and associative model polymer and polyoxyethylene so- lutions[J]. Journal of Rheology, 2000, 44: 929.
10Shenoy A. Refinement of the superpave specification parame- ter for performance grading of asphalt[ J]. Journal of Trans- portation Engineering, 2001, 127 (5) : 357 - 362.