张洪伟,韩森,刘洪辉.沥青路面除冰雪技术综述［J］.黑龙江交通科技,2008,31(3):8-9．ZHANG Hongwei,HAN Sen,LIU Honghui.A Summaryof Asphalt Concrete Pavement for Deicing and SnowMelting Technology ［J］.Communications Science andTechnology Heilongjiang,2008,31(3):8-9．
[2]
周纯秀,谭忆秋.橡胶颗粒沥青混合料除冰雪性能的影响因素［J］.建筑材料学报,2009,12(6):672-675．ZHOU Chunxiu, TAN Yiqiu.Study of DeicingPerformance of Crumb Rubber Granular Asphalt Mixture［J］.Journal of Building Materials,2009,12(6):672-675．
[3]
王国忠,戴永杰,高明星.连续级配橡胶颗粒沥青混合料路用性能的研究［J］.内蒙古农业大学学报:自然科学版,2010,31(1):168-170．WANG Guozhong, DAI Yongjie, GAO Mingxing．Research on Road Performance of Comtinuous GradationRubber Particle Bituminous Mixture ［J］.Journal of InnerMongolia Agricultural University:Natural Science Edition,2010,31(1):168-170．
[4]
潘文君,陈勇,霍明.废轮胎橡胶颗粒干法改性沥青混凝土的研究［J］.交通标准化,2008(10):98-100．PAN Wenjun,CHEN Yong,HUO Ming.Modified AsphaltConcrete Research through Waste Tyre Rubber GranuleDry Method ［J］.Communications Standardization,2008(10):98-100．
[5]
汪水银,郭朝阳,彭锋.废胎胶粉沥青的改性机理［J］.长安大学学报:自然科学版,2010,30(4):34-38．WANG Shuiyin,GUO Chaoyang,PENG Feng.Researchon Modified Mechanism of Asphalt with Crumb TireRubber ［J］.Journal of Chang'an University:NaturalScience Edition,2010,30(4):34-38．
[6]
资建民,马柯,王海军.基于均匀设计试验的LSAM配合比体积法设计［J］.华中科技大学学报:自然科学版,2009,37(7):114-117．ZI Jianmin,MA Ke,WANG Haijun.Cubage of LSAM'sProportioning by Using Uniform Design Experiments ［J］．Journal of Huazhong University of Science and Technology:Natural Science Edition,2009,37(7):114-117．
[7]
李波,李涛,滕旭秋.基于集料分形特征的沥青混合料配合比设计［J］.武汉理工大学学报,2008,30(12):50-53．LI Bo,LI Tao,TENG Xuqiu.Mix Design Method forAsphalt Mixtures Based on the Fractal Characteristic ofAggregate ［J］.Journal of Wuhan University ofTechnology,2008,30(12):50-53．
[8]
范跃武,赵可.基于GTM 的抗滑表层混合料设计［J］.中国公路学报,2007,20(3):11-16．FAN Yuewu,ZHAO Ke.Anti-slide Surface Layer MixtureDesign Based on GTM ［J］.China Journal of Highwayand Transport,2007,20(3):11-16．
[9]
吴旷怀,张肖宁.沥青混合料设计的主骨料空隙体积填充法研究及应用［J］.中南公路工程,2004,29(2):58-64．WU Kuanghuai, ZHANG Xiaoning.Coarse AggregateVoid-filling Method for Asphalt Mixture Design ［J］．Journal of Central South Highway Engineering,2004,29(2):58-64．
[10]
谭积青,张肖宁.沥青混合料体积设计及其效果评价［J］.公路交通科技,2005,22(6):1-6．TAN Jiqing,HANG Xiaoning.Volume Design of AsphaltMixture and Its Effect Evaluation ［J］.Journal of Highwayand Transportation Research and Development,2005,22(6):1-6．
[11]
薛国强.超薄磨耗层SMA-5 沥青混合料的设计及性能研究［J］.公路交通科技,2010,26(10):18-21．XUE Guoqiang.Study on Design Method and RoadPerformances of Ultra-thin Wearing Course SMA-5 AsphaltMixture ［S］.Journal of Highway and TransportationResearch and Development,2010,26(10):18-21．
