期刊文献+

改性沥青混合料抗车辙性能研究 被引量:4

Experimental Research on the Anti-rutting Performance of Modified Asphalt Mixture
下载PDF
导出
摘要 通过试验段不同沥青芯样CPN试验结果进行对比发现:高模量、矿物纤维改性沥青具有较好抗车辙性,能够明显提高路面高温稳定性。通过数字图像研究发现两者抗车辙能力优于SBS改性沥青混合料,适合于重载、长陡坡路段使用。 CPN Experimental Results of different asphalt mixture core samples of test section is compared and found high modulus,mineral fiber modified asphalt mixture has better resistance to rutting and can improve high temperature stability of pavement.Study by digital image technology found the anti-rutting performance of the two mentioned before is better than SBS modified asphalt mixture.The two is more suitable for heavy,long steep road.
出处 《科学技术与工程》 2011年第12期2863-2866,共4页 Science Technology and Engineering
关键词 CPN 高模量 矿物纤维 车辙 CPN high modulus mineral fiber rutting
  • 相关文献

参考文献4

  • 1高立波,王哲人,邓昌宁.高速公路沥青路面车辙的产生机理及主要影响因素分析[J].沈阳建筑大学学报(自然科学版),2008,24(1):67-71. 被引量:14
  • 2笠原笃,新田登,菅原照雄.沥青路面中的揉搓作用[C].沥青混合料力学性能研究论文集,1982.
  • 3Chen JianShiuh, Liao MinChih. Evaluation of internal resistance in hot-mix asphalt (HMA) concrete. Construction and Building Materials,2002 ;16:313--319.
  • 4Masad E, Muhunthan B, Shashidhar N, et al. Internal structure characterization asphalt concrete using image analysis. Journal of Computing in Civil Engineering, 1999;13 (2) :88---96.

二级参考文献8

  • 1黄仰贤.路面分析与设计[M].北京:人民交通出版社,1998..
  • 2Gergis W William, Samir N. Shoukry. 3D Finite Element Analysis of Temperature- Induced Stresses in Dowel Jointed Concrete Pavements [ J ]. The International Journal of Geomechanics: 2001, 1 ( 3 ) : 291 - 307.
  • 3Zhong Wu. Finite Element Simulation of Rutting on Superpave Pavements [D]. Kansas:Kansas State University, Civil Dpartment, 2001.
  • 4American Association of State Highway and Transportation Officials. AASHTO Pavement Structure Design Guide [ S ]. Washington, DC: AASHTO, 2002.
  • 5William G. Davids 3D Finite Element Study on Load Transfer at Doweledin Flat and Curled Rigid Pavements[J]. The International Journal of Geomechanics, 2001, 1(3) :309 - 323.
  • 6Tarefder R A, Zaman M, Hobason K. A Laboratory and Statistical Evaluation of Factors Affecting Rutting [ J ]. The International journal of Pavement Engineering, 2003, 4( 1 ) : 59 - 68.
  • 7中华人民共和国交通部.TJGD50-2006.公路沥青路面设计规范[S].北京:人民交通出版社,2006.
  • 8孙雅珍,赵颖华.含反射裂缝沥青路面粘弹性损伤分析[J].沈阳建筑工程学院学报(自然科学版),2002,18(2):97-100. 被引量:14

共引文献14

同被引文献19

引证文献4

二级引证文献22

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