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沥青混合料低温抗裂性能影响因素的试验研究
引用本文:张俊,朱浮声,王晓初.沥青混合料低温抗裂性能影响因素的试验研究[J].公路,2007(1):134-137.
作者姓名:张俊  朱浮声  王晓初
作者单位:1. 东北大学资源与土木工程学院,沈阳市,110004
2. 沈阳大学建筑工程学院,沈阳市,110044
基金项目:辽宁省交通科技重点项目(0512)
摘    要:通过室内试验研究了改性剂、石料级配和沥青标号对沥青混合料低温抗裂性能的影响,试验结果表明:SBS改性剂对沥青混合料的低温抗裂性能提高不显著,大粒径石料可以提高混合料低温弯拉强度,高标号沥青可以提高混合料的低温弯拉应变。

关 键 词:沥青混合料  低温抗裂性能  影响因素
文章编号:0451-0712(2007)01-0134-04
修稿时间:2006-09-20

Experiment Research on Factors in Affecting Crack Resistance of Asphalt Mixtures in Low Temperature
ZHANG Jun,ZHU Fu-sheng,WANG Xiao-chu.Experiment Research on Factors in Affecting Crack Resistance of Asphalt Mixtures in Low Temperature[J].Highway,2007(1):134-137.
Authors:ZHANG Jun  ZHU Fu-sheng  WANG Xiao-chu
Institution:1. Department. of Resource and Civil Engineering, Northeast University, Shenyang 110004, China 2. Department. of Architectural Engineering, Shenyang University, Shenyang 110044, China
Abstract:In the paper,the factors in affecting the crack resistance of asphalt in low temperature is researched by the experiments,the factors include asphalt modifier, aggregate and asphalt character.By the experiment data,these results show that,the crack resistance of mixture in low temperature can not be improved much using SBS modifier,the flexural tensile strength of mixture is improved by adopting larger diameter aggregate,the flexural tensile strain is also improved by using the asphalt with high strength code.
Keywords:asphalt mixture  crack resistance in low temperature  affecting factor
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