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沥青混凝土中粗集料影响实验研究
引用本文:叶永,陈洪凯.沥青混凝土中粗集料影响实验研究[J].武汉水运工程学院学报,2014(1):21-24,30.
作者姓名:叶永  陈洪凯
作者单位:[1]重庆交通大学土木建筑学院,重庆400074 [2]三峡大学水利与环境学院,宜昌443002
基金项目:中国博士后科学基金项目(批准号:2011M501397)、重庆市博士后科研项目(批准号:XM20120014)资助
摘    要:基于粗集料在沥青混凝土中形成持力骨架,直接影响混凝土的承载能力,实验研究了粗集料组成及粒径对混凝土抗压和蠕变性能影响.参考标准级配中粗集料质量百分比,设计了含不同组成和粒径的粗集料试样(细集料含量相同),进行了不同温度下单轴压缩和蠕变实验,结果表明,沥青混凝土力学性能强烈依赖粗集料组成特性,并提出粗、细集料以2.36 m m为界限的划分依据.

关 键 词:沥青混凝土  粗集料  级配尺寸  压缩实验  蠕变实验

Experimental Researches of Asphalt Concrete with the Effect of Coarse Aggregate
Authors:YE Yong  CHEN Hongkai
Institution:1 Institute of Geotechnical Engineering of Chongqing J iaotong University, Chongqing 40074, China;2 College of Hydraulic & Environmental Engineering, Three Gorges University, Yichang 443002, China)
Abstract:As a bearing skeleton of asphalt concrete ,coarse aggregate directly affects the concrete bear-ing capacity .The effect of the coarse aggregate composition and its particle size on compression and creep properties are studied by tests .Compared the coarse aggregate content quality percentage of the standard gradation ,the test samples are designed with the different coarse aggregate composition and particle size (with the same fine aggregate content) .The uniaxial compression and creep experiments are conducted under different test temperatures .The results show that the mechanical properties of asphalt concrete depends strongly on the coarse aggregate composition characteristics ,and 2 .36mm is a division boundary of the coarse and fine aggregate .The analysis results provide a theoretical basis for the structure and mixture ratio design of asphalt concrete .
Keywords:asphalt concrete  coarse aggregate  aggregate size  compressive test  creep behavior test
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