3SHENOY A V, Determination of the Temperature for Mixing Aggregates with Polymer--Modified Asphalt[J]. Int. J. Pavement Eng,2001, (2) : 1-15.
4HALED AZARI, RICHARD H MCCUEN, KEVIN D STUART. Optimum Compaction Temperature for Modified Binders[J]. Journal of Transportation Engineering, 2003,129 (5) :531-537.
5JTJ052-2000.公路工程沥青及沥青混合料试验规程[S].[S].,..
6KARNACK A N. Case study of warm-mix asphalt moisture susceptibility in Birmingham, Alabama [C] // Transportation Research Board Annual Meeting. [S. 1. ]. [ s. n. ], 2009: 3700-3703.