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ATB-30硫磺改性沥青混合料性能的室内试验研究 被引量：1

A Discussion on Indoor Test of Performance of ATB-30 Sulfur Asphalt Mixture
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摘要 文章以钦州保税港区一期项目路网工程为依托,开展ATB-30硫磺沥青混合料的矿料组成设计及其高温稳定性能的试验研究。通过采用Superpave混合料体积设计法确定ATB-30的沥青用量,以等体积替换公式计算所对应的油石比和硫磺用量,结果表明,ATB-30硫磺沥青混合料具有优良的高温稳定性能。 Based on Qinzhou Baoshui Port road network construction project one,the article introduces the study on composition design of ATB-30 sulfur asphalt mixture and its high temperature stability.By using superpave mixture volume design method,the volume of ATB-30 asphalt was determined.Also,the bitumen-aggregate ratio and volume of sulfur can be calculated by isometrical formula.The result shows that ATB-30 sulfur asphalt mixture has great high temperature stability.
作者 岳爱军 张维军
机构地区 广西交通科学研究院 长沙理工大学交通运输工程学院
出处 《西部交通科技》 2009年第9期70-73,148,共5页 Western China Communications Science & Technology
关键词 密实式沥青稳定碎石混合料 硫璜改性剂 高温稳定性能 Densify bituminous macadam mixture Sulfur modifier High temperature stability
分类号 U416.217 [交通运输工程—道路与铁道工程]
  • 相关文献

参考文献1

  • 1JTG E42-2005.公路工程集料试验规程[S],2005.

同被引文献15

  • 1陈瑛.SEAM沥青混合料添加剂的发展历史[J].中国公路,2006(16):8-8. 被引量：4
  • 2JTGE20-2011,公路工程沥青及沥青混合料试验规程[S].2011.
  • 3侯睿.SEAM改性沥青及混合料路用性能研究[D].重庆:重庆交通大学.2014.
  • 4R. Maldonado, M. Falkiewicz, G. Bazi, K. Grzybowski, "Aspha/t Modification With Poiyphosphoric Acid," Proceed- ings of the Canadian Techniea| Aspha|t Association,Vol. 51, pp. 163 -178 (2006).
  • 5J. C. Petersen and H. Plancher, "Model Studies and Inter- pretive Review of the Competitive Adsorption and Water Dis- placement of Petroleum Asphalt Chemical Functionalities on Mineral Aggregate Surfaces" , Petroleum Science and Technol- ogy, Vol. 16, pp. 89-131 (1998).
  • 6J. Youtcheff, T. Arnold, and S. Needham, "Update on TH- HRC Research Into the Phosphor/c Acid Modification of As- phalt," Presentation to users - producers group, October 2007.
  • 7J-F. Masson, G. M. Polomark, and P. Collins, "Time- Dependent Microstructure of Bitumen and Its Fractions by Modulated Differential Scanning Calorimetry, " Energy and Fu- els, Vol. 16, pp. 470 - 476 (2002).
  • 8J- F. Masson and G. M. Polomark, "Bitumen Micrestructure by Modulated Differential Scanning Calorimetry, " Thermochim. Acta, Vol. 374, pp. 105 - 114 (2001), and Erratum in Vol. 413,p. 273 (2004).
  • 9J -F. Masson and S. Bundalo- Pete, " Calculation of Smoothing ['actors for the Comparison of DSC Results," Jour- nal of Thermal. J - F. Masson, V. Leblond, J. Margeson, and S. Bundalo -Perc, " Low - Temperature Bitumen Stiff- ness and Viscous Parafinnic Nano - and Micro - Domains by Cryogenic AFM and PDM," J. Microscopy Vol. 227, pp. 191 - 202 (2007).
  • 10刘明长,华强.SEAM改性沥青在混凝土中的应用研究[J].当代化工,2012,33(2):12-17.

引证文献1

二级引证文献7

西部交通科技
2009年 第9期

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