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高模量沥青胶结料路用性能流变学分析
Rheological Study of Paving Performance of High Modulus Asphalt Binders
投稿时间:2018-03-19  修订日期:2018-06-01
DOI:103969/j.issn.1007 9629201901019
中文关键词:  道路工程  高模量沥青胶结料  路用性能  抗车辙水平  疲劳损伤
英文关键词:road engineering  high modulus asphalt binder  paving performance  rutting resistance  fatigue damage
基金项目:国家自然科学基金资助项目(51478211);交通运输部应用基础研究项目(2014319223110)
           
作者单位
赵立东
ZHAO Lidong
交通运输部公路科学研究所,北京100088
Research Institute of Highway Ministry of Transport, Beijing 100088, China
万建军
WAN Jianjun
重庆交通大学材料科学与工程学院,重庆400074
School of Materials Science and Engineering, Chongqing Jiaotong University, Chongqing 400074, China
郑广顺
ZHENG Guangshun
齐鲁交通发展集团有限公司,山东济南250102
Qilu Transportation Development Group Co., Ltd., Jinan 250102, China
张艳君
ZHANG Yanjun
交通运输部公路科学研究所,北京100088
Research Institute of Highway Ministry of Transport, Beijing 100088, China
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中文摘要:
      以基质沥青、高模量改性沥青和SBS改性沥青的路用性能为研究对象,通过常规流变学试验方法,对比研究了高模量外掺剂和SBS改性剂对基质沥青黏弹特性的定性影响,并量化分析了不同外掺剂种类对基质沥青路用性能的影响;通过多应力重复蠕变恢复试验,对比研究了高模量外掺剂和SBS改性剂在提高基质沥青抗车辙能力上的差异和提高效果;基于加速疲劳试验方法对上述三大类沥青胶结料的疲劳损伤及失效特性进行对比研究,分析比较了不同沥青胶结料在疲劳损伤演化和疲劳寿命方面的差异.结果表明:RA(resin alloy)和PR(PR plasts)这2种常用高模量外掺剂在提高沥青胶结料劲度模量方面具有相近的效应;三大类沥青胶结料在相同试验温度条件下的永久变形抵抗能力排序为:高模量改性沥青>SBS改性沥青>基质沥青;三大类沥青胶结料疲劳寿命的排序为:SBS改性沥青>高模量改性沥青>基质沥青;此外,在使用相同基质沥青的条件下,掺加RA的高模量改性沥青比掺加PR的高模量改性沥青具有更好的抗疲劳性能.
英文摘要:
      The paving performances of matrix asphalt , high modulus modified asphalt and SBS modified asphalt were studied. Through the conventional rheological test, the influence of high modulus asphalt additives and SBS modifiers on the viscoelastic properties of matrix asphalt were compared and the effects of different additives on the paving performance of matrix asphalt were quantitatively analyzed. Through multiple stress creep recovery test, the difference and effect of high modulus asphalt additive and SBS modifier were compared in improving bituminous rutting resistance of matrix asphalt. Based on the accelerated fatigue test method, the fatigue damage and failure characteristics of three kinds of asphalt binders were compared, and the difference of fatigue process evolution and fatigue life between different asphalt binders was analyzed. The results show that RA and PR high modulus additive have a similar effect in improving asphalt binder stiffness modulus, the perpetual deformation resistance of three kinds of asphalt binder under the same test temperature is: high modulus modified asphalt is the highest, followed by SBS modified asphalt, and the matrix asphalt is the lowest, and the fatigue life of three kinds of asphalt binder is: SBS modified asphalt is the highest, followed by high modulus modified asphalt, and the matrix asphalt is the lowest. In addition, under the condition of using the same matrix asphalt, the high modulus modified asphalt with RA has better fatigue resistance than the high modulus modified asphalt with PR.
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