4Rajib Basu Mallick,Julie E Bradley,Richard L Brad-bury.Evaluation of heated reclaimed asphalt pave-ment material and w ax-modified asphalt for use inrecycled hot-mix asphalt[J].Transportation Re-search Record,2007,1998:112-122.
5Mohammad L N,Negulescu I I,Wu Z,et al.Investi-gation of the use of recycled polymer modified as-phalt binder in asphalt concrete pavements[J].As-phalt Paving Technology,2003,72:551-594.
6Airey G D.Rheological properties of styrene butadi-ene styrene polymer modified road bitumens[J].Fu-el,2003,82:1709-1719.
7Park H M,Choi J Y,Lee H J,et al.Performance e-valuation of a high durability asphalt binder and ahigh durability asphalt mixture for bridge deck pave-ments[J].Construction and Building Materials,2009,23:219-225.
8Pérez F.False failure in flexural fatigue tests.a:fourpoint bending[C] //2nd Workshop on Four PointBending.Guimaraes:[s.l.] ,2009:47-57.
9Lee S J,Rust J P,Hamoud H,et al.Fatigue crackingresistance of fiber-reinforced asphalt concrete[J].Textile Research Journal,2005,75:123-128.
10Mohammad L N,Wu Z,Aglan M A.Characteriza-tion of fracture and fatigue resistance on recycledpolymer modified asphalt pavement:5th internationalrilem conference[C].Limoges:RILEM,2004:375-381.
