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沥青稳定碎石混合料设计方法对比试验研究
引用本文:何兆益,张政国,黄刚.沥青稳定碎石混合料设计方法对比试验研究[J].重庆交通大学学报(自然科学版),2008,27(6):1071-1076.
作者姓名:何兆益  张政国  黄刚
作者单位:重庆交通大学,土木建筑学院,重庆,400074;四川高速公路建设开发公司,四川,成都,610041
基金项目:重庆市科学技术委员会重点攻关项目  
摘    要:针对大粒径沥青稳定碎石基层,结合9种级配、3种沥青的沥青稳定碎石混合料,通过大马歇尔法、superpave旋转压实体积法、GTM法对大粒径沥青稳定碎石混合料材料组成设计方法进行了系统的对比试验研究;建立了3种混合料设计方法之间混合料体积及力学指标的关系;在此基础上给出了重载交通条件下大粒径沥青稳定碎石混合料组成设计方法的建议。

关 键 词:沥青稳定碎石基层  大马歇尔法  Superpave旋转压实体积法  GTM法

Comparative Test Study on Design Method of Bituminous Stabilized Macadam Mixtures
HE Zhao-yi,ZHANG Zheng-guo,HUANG Gang.Comparative Test Study on Design Method of Bituminous Stabilized Macadam Mixtures[J].Journal of Chongqing Jiaotong University,2008,27(6):1071-1076.
Authors:HE Zhao-yi  ZHANG Zheng-guo  HUANG Gang
Institution:HE Zhao-yi1,ZHANG Zheng-guo2,HUANG Gang1(1.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China,2.Sichuan Highway Construction & Development Company,Sichuan Chengdu 610041,China)
Abstract:Aiming at the bituminous stabilized macadam mixtures with 9 types of gradation and 3 types of asphalt,the comparative test study of bituminous stabilized macadam mixtures is carried out systematicly through large Marshall method,superpave rotate compaction method and GTM method.The relationships of volume and physical strength indexs of three types design methods are established.Finally,the design method of bituminous stabilized macadam mixtures under heavy traffic condition is recommended.
Keywords:bituminous stabilized macadam  large Marshall method  Superpave rotate compaction method  GTM(Gyratory Testing Machine)method  
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