期刊文献+

Sasobit和Sasobit LM温拌剂的性能对比研究 被引量:1

Comparative Study on Performance of Warm Mix Agent Sasobit and Sasobit LM
下载PDF
导出
摘要 以Sasobit和Sasobit LM为研究对象,通过测取温拌沥青的粘温曲线及温拌沥青混合料的马歇尔试验对两者的降温效果和路用性能展开研究。结果表明:掺3%的Sasobit(Sasobit LM)能降低沥青混合料的拌合温度与碾压温度10℃(31℃)、9℃(29℃);Sasobit和Sasobit LM均能改善沥青混合料的高温性能,但Sasobit优于Sasobit LM;Sasobit对混合料的低温及水稳定性能有负面影响,而Sasobit LM对低温几乎没有影响,对水稳定性的影响小于前者。 Sasobit and Sasobit LM are the same type warm mix agent but different generation, cooling effect and the road performance properties between them are contrasted. The results show that mixing temperature and rolling temperature are reduced 10℃ and 9℃ when the dosage of Sasobit is 3%, but they are reduced 31℃and 29℃ in the same dosage of Sasobit LM. The high-temperature behavior of asphalt mixture is improved by both Sasobit and Sasobit LM, but Sasobit LM is better than Sasobit. Cryogenic property is more influenced by Sasobit than Sasobit LM. Water stability of asphalt mixture is reduced by both Sasobit and Sasobit LM, Sasobit LM is better than Sasobit.
作者 凡孝均
出处 《交通标准化》 2013年第7期14-16,共3页 Communications Standardization
基金 湖北省交通科技项目(2009353342550)
关键词 温拌沥青混合料 Sasobti SASOBIT LM warm mix asphalt Sasohit Sasobit LM
  • 相关文献

参考文献7

二级参考文献23

  • 1李祝龙,丁小军,赵述曾,吴德平.沥青混合料应用中的环境保护[J].交通运输工程学报,2004,4(4):1-4. 被引量:105
  • 2徐世法,颜彬,季节,高原.高节能低排放型温拌沥青混合料的技术现状与应用前景[J].公路,2005,50(7):195-198. 被引量:225
  • 3秦永春,黄颂昌,徐剑,徐长奎,苏玉昆.温拌沥青混合料技术及最新研究[J].石油沥青,2006,20(4):18-21. 被引量:139
  • 4张争奇,李宁利,陈华鑫.改性沥青混合料拌和与压实温度确定方法[J].交通运输工程学报,2007,7(2):36-40. 被引量:66
  • 5JTG F40- 2004.公路沥青路面施工技术规范[s].,2004..
  • 6Jones W. Warm Mix Asphalt A-state-of-the-art Review[R]. Australia: Australian Asphalt Pavement Association, 2001.
  • 7Joe W Button, Cindy Estakhri, Andrew Wimsatt. A Synthesis of Warm-mix Asphalt[R]. Texas: Texas Transportation Institute and Texas A&M University System College, 2007.
  • 8Diefenderfer S, McGhee K, Donaldson B. Installation of Warm Mix Asphalt Projects in Virginia[R]. Virginia: Virginia Transportation Research Council, 2007.
  • 9Brian D Prowell. The International Technology Scanning Program Warm Mix Asphalt Scan Summary Report[R]. Washington DC: Federal Highway Administration, US Department of Transportation, 2007.
  • 10Tejash Gandhi. Effects of Warm Asphalt Additives on Asphalt Binder and Mixture Properties[D]. Clernson: Clemson University, 2008.

共引文献256

同被引文献8

引证文献1

二级引证文献3

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部