中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2010, Vol. 29 ›› Issue (6): 904-906.

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Research on Influencing Factors of Low-temperature Crack Resistance of Asphalt Mixture Based on Grey Correlation Entropy Method

HOU Wei   

  1. Chongqing Jiaotong University,Chongqing 400074,China
  • Received:2010-07-11 Revised:2010-08-05 Online:2010-12-15 Published:2015-01-22

基于灰熵法的沥青混合料低温抗裂性能 影响因素研究

侯伟   

  1. 重庆交通大学,重庆 400074
  • 作者简介:侯伟(1972—),男,重庆人,工程师,主要从事路桥工程的施工管理与研究。E-mail:ggh2009@126.com。

Abstract: Low temperature bending tests were carried out to obtain the critical bending strain of asphalt mixture. Then grey correlation entropy method was applied to the significance analysis of influencing factors of low-temperature crack resistance of asphalt mixture such as aggregate gradation,type of stone,asphalt penetration,asphalt content,volume of air voids,passing percent of 4. 75 mm mesh and mixing temperature. The results indicated that asphalt content,asphalt penetration and aggregate gradation could exert great influence on the low-temperature crack resistance of asphalt mixture.

Key words: asphalt mixture, low-temperature crack resistance, grey correlation entropy method

摘要: 通过小梁低温弯曲试验测试沥青混合料的临界弯拉应变指标,运用灰熵法分析影响沥青混合料低温抗裂性 因素———集料级配、石料种类、沥青针入度、沥青用量、空隙率、4.75mm筛孔通过率及拌和温度等的显著性。研究 结果表明:沥青用量、沥青针入度、集料级配对沥青混合料低温抗裂性具有较显著影响。

关键词: 沥青混合料, 低温抗裂性, 灰熵法

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