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) ›› 2015, Vol. 34 ›› Issue (3): 52-56.DOI: 10.3969/j.issn.1674-0696.2015.03.11

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Laboratory Test Study of Cement Emulsified-Asphalt Mixture Performance Based on Emulsifier Complex Technology

Xiao Jingjing1, Li Zhihan1, Sha Aimin2, Jiang Wei2, Wang Zhenjun3   

  1. 1. School of Civil Engineering, Chang’an University, Xi’an 710061,Shaanxi, China;2. Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an University, Xi’an 710064, Shaanxi, China;3. School of Materials Science and Engineering,Chang’an University, Xi’an 710061, Shaanxi, China
  • Received:2014-01-18 Revised:2014-03-01 Online:2015-06-20 Published:2015-07-07

基于乳化剂复配技术的水泥乳化沥青混合料性能室内试验研究

肖晶晶1,李芝涵1,沙爱民2,蒋玮2,王振军3   

  1. 1.长安大学 建筑工程学院,陕西 西安 710061;2.长安大学 特殊地区公路工程教育部重点实验室,陕西 西安 710064;3.长安大学 材料科学与工程学院,陕西 西安710061
  • 作者简介:肖晶晶(1982-),女,湖北武汉人,讲师,博士,主要从事路面材料与结构方面的研究。E-mail:xiaojj029@sina.com。
  • 基金资助:
    国家自然科学基金项目(51208049);陕西省自然科学基础研究计划项目(2013JQ7013);陕西省青年科技新星资助项目(2015KJXX-23);中国博士后科学基金项目(294T70898)

Abstract: Through laboratory test and microscopic concept analysis means such as scanning electron microscope, the demulsification speed’s influence law on cement emulsified-asphalt mixture’s construction performance and pavement performance of different emulsifier complex scheme were studied to reveal the mixture’s strength formation mechanism. The results show too fast or too slow demulsification speed is not conducive to mixture’s pavement performance. The two different emulsifiers MQK-1M and SBT were remixed with the scheme of 0.8%+1.0% to produce emulsion. And the mixture which used this emulsion possessed good construction performance, mechanical performance and pavement performance. And this mixture can be used for the pavement’s mid-layer, lower layer and flexible base.

Key words: road engineering, asphalt emulsion, mixture, emulsifier complex, performance

摘要: 基于混合料室内试验和SEM等微细观分析手段,研究不同破乳速度的乳化剂复配方案对水泥乳化沥青混合料的施工性能与路用性能的影响规律,揭示混合料强度形成机制。研究结果表明:乳化沥青破乳速度过快或过慢都不利于混合料的路用性能;采用MQK-1M和SBT两种成品乳化剂,按照1.0%SBT+0.8% MQK-1M进行复配,制备的水泥乳化沥青混合料具有良好的施工性能、力学性能和路用性能,可以用作于路面中、下面层和柔性基层材料。

关键词: 道路工程, 乳化沥青, 混合料, 复配, 性能

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