沥青混合料工程设计级配范围研究  

Research on Gradation Range Design of Asphalt Mixture

作　　者：黄维蓉[1] 宋涛 何兆益[1] 冉龙飞[1,2] 胥吉[3] 

机构地区：[1]重庆交通大学山区道路结构与材料重庆市重点实验室,重庆400074 [2]重庆市交通委员会基本建设工程质量与安全监督站,重庆400060 [3]广东省长大公路工程有限公司,广东广州511431

出　　处：《重庆交通大学学报（自然科学版）》2010年第5期727-731,共5页Journal of Chongqing Jiaotong University(Natural Science)

基　　金：重庆市交通委员会科技重点项目(2007003)

摘　　要：通过各粒径不同比例的粗集料堆积密度试验结果得到合理的粗集料级配组成、选取不同细集料组成、不同粗细比例的10种级配进行冻融劈裂试验和车辙试验。试验结果表明:4.75 mm通过率对沥青混合料高温抗车辙能力和水稳定性有较大影响。根据室内试验结果,结合级配应用经验,提出了适应于重庆地区气候特点的AC-20沥青混合料工程设计级配范围,以提高重庆地区沥青路面抗车辙能力。Bulk density tests are used to determine the optimum proportions of coarse aggregate in the mixtures;10 kinds of gradation including different shapes of fine aggregate and different percent passing of control sieve are selected and tested through Wheel Tracking Test and Freeze-Thaw Split Test.The results show that the percent passing of 4.75mm has significant impact on the high-temperature rutting resistance and the water stability of the asphalt mixture.Based on laboratory test results,all aspects of road performance requirements are integrated,and the grading envelope of AC-20 for mix design adapted to the characteristics of Chongqing regional climate is put forward to improve the rutting resistance capability in Chongqing district.

关 键 词：沥青混合料 车辙 级配范围 重庆地区 

分 类 号：U416[交通运输工程—道路与铁道工程]