[1]郝培文.沥青与沥青混合料[M].北京:人民交通出版社,2009.HAO Peiwen. Asphalt and asphalt mixtures [M]. Beijing:China Communications Press,2009.(in Chinese)[2]沈金安.沥青及沥青混合料路用性能[M].北京:人民交通出版社,2001.SHEN Jinan. Asphalt and asphalt mixture road performance [M].Beijing:China Communications Press,2001.(in Chinese)[3]张争奇,王永财.沥青胶浆对沥青混合料高低温性能的影响[J].长安大学学报:自然科学版,2006,26(2): 15.ZHANG Zhengqi, WANG Yongcai. Influence of asphalt mortar on hot mix asphalt performance at high and low temperature[J]. Journal of Chang,an University:Natural Science Edition, 2006, 26(2):15.(in Chinese)[4]李华.沥青胶浆粘弹性研究[D].西安:长安大学,2006.LI Hua. A study of viscoelasticity properties of asphalt mortar[D].Xian:Changan University,2006.(in Chinese)[5]肖月.沥青混合料中胶浆集料粘结性及力学性能研究[D].武汉:武汉理工大学,2008XIAO Yue. Fracture mechanisms of binderaggregate system and its effects on properties of asphalt mixtures[D].Wuhan:Wuhan University of Technology,2008.(in Chinese)[6]交通部公路科学研究所.JTG E202011公路工程沥青及沥青混合料试验规程[S].北京:人民交通出版社,2011.[7]交通部公路科学研究所.JTG F402004.公路沥青路面施工技术规范[S].北京:人民交通出版社,2006.[8]陈国明.矿料级配走向对沥青混合料性能的影响[J].公路,2009(3):135138.CHEN Guoming. Influence of aggregate gradation trend on performance of asphalt mixtures [J].Highway,2009(3):135138.(in Chinese)[9]张争奇,赵永利,张卫平.矿料级配对沥青混合料低温性能的影响[J].长安大学学报:自然科学版,2005,25(2):15.ZHANG Zhengqi, ZHAO Yongli, ZHANG Weiping. Effect of aggregate gradation on performance of asphalt mix at low temperature [J].Journal of Changan University: Natural Science Edition,2005,25(2):15.(in Chinese) [10]樊统江.不同级配对沥青混合料的力学性能和路用性能的影响[J].重庆交通学院学报,2004,23(1):2225.FAN Tongjiang. Influence of different gradation of aggregate on the mechanical properties and performance of asphalt mixture [J].Journal of Chongqing Jiaotong University,2004,23(1):2325.(in Chinese)