Analysis of long-term ageing properties of rubber modified asphalt in desert areas

  • YANG Sanqiang ,
  • ZHANG Shuai
Expand
  • College of Civil and Architectural Engineering, Hebei University, Baoding 071002, China

Received date: 2015-03-12

  Online published: 2016-01-25

Abstract

Asphalt ageing test is an important method to evaluate the service life of asphalt pavement.By using the RTFOT residual penetration and delay test,DSR dynamic shear rheological test method the rubber modified asphalt short-term and long-term ageing rules in desertarea were obtained.The results showed that the rubber modified asphalt RTFOT short-term aging residual penetration>SBS modified asphalt residual penetration>G No.90 asphalt residual penetration;rubber modified asphalt DSR test phase angle Delta<SBS change sex asphalt<matrix asphalt phase angle Delta.Rubber modified asphalt PAV ageing properties>SBS modified asphalt anti-aging properties>G No.90 asphalt anti-ageing performance.The research showed that the addition of rubber powder could obviously improve the anti deformation and anti aging properties of asphalt.Research results could provide scientific theoretical support and technical guidance approach for the waste rubber powder mixed with asphalt.

Cite this article

YANG Sanqiang , ZHANG Shuai . Analysis of long-term ageing properties of rubber modified asphalt in desert areas[J]. Journal of Hebei University(Natural Science Edition), 2016 , 36(1) : 11 -16 . DOI: 10.3969/j.issn.1000-1565.2016.01.003

References

[1] 贾钢.SBS改性沥青混合料低温性能试验分析与评价[J].公路与汽运,2008,1(1):83-85. JIA Gang.Experimental analysis and evaluation of low temperature performance of SBS modified asphalt mixture[J].Highways & Automotive Applications,2008,1(1):83-85.DOI:10.3969/j.issn.1671-2668.2008.01.028.
[2] 周进川,张智强,饶枭宇.SBS 改性沥青抗裂特性的SHRP 试验研究[J].重庆交通学院学报,2005,24(1):50-52. ZHOU Jinchuan,ZHANG Zhiqiang,RAO Xiaoyu.Study on SHRP SBS modified asphalts’ anti-cracking characteristics[J].Journal of Chongqing Jiaotong University,2005,24(1):50-52.DOI:10.3969/j.issn.1674-0696.2005.01.012.
[3] 李志栋,黄晓明.应用Superpave沥青标准预测低温开裂[J].中外公路,2004,24(3):100-103. LI Zhidong,HUANG Xiaoming.Application of superpave asphalt standard in forecasting the low temperature cracking[J].Journal of China & Foreign Highway,2004,24(3):100-103.DOI:10.3969/j.issn.1671-2579.2004.03.029
[4] 董瑞琨,孙立军.考虑老化的沥青结合料低温感温性指标[J].中国公路学报,2006,19(4):34-39. DONG Ruikun,SUN Lijun.Low temperature susceptibility lndexes of asphalt binder with different aging degree[J].China Journal of Highway and Transport,2006,19(4):34-39.DOI:10.3321/j.issn:1001-7372.2006.04.007.
[5] 封基良.沥青BBR小梁试验的流变分析[J].武汉理工大学学报(交通科学与工程版),2006,30(2):205-208. FENG Jiliang.Rheological analysis of asphalt tested by bending beam rheometer[J].Journal of Wuhan University of Technology(Transportation Science &Engineering),2006,30(2):205-208.DOI:10.3963/j.issn.2095-3844.2006.02.006.
[6] 朱春阳,杨毅,刘学建.不同标号沥青的弯曲梁流变试验对比分析研究[J].中外公路,2007,27(4):289-291. ZHU Chunyang,YANG Yi,LIU Xuejian.Comparison analysis and research of different grade asphalt with bending beams rheological Test[J].Journal of China & Foreign Highway,2007,27(4):289-291.DOI:10.3969/j.issn.1671-2579.2007.04.080.
[7] 詹小丽,张肖宁,卢亮,等.沥青临界开裂温度的研究[J].公路,2007,3:125-128. ZHAN Xiaoli,ZHANG Xiaoning,LU Liang,et al.A Study on critical cracking temperature of asphalt[J]. Highway,2007,3:125-128.DOI:10.3969/j.issn.0451-0712.2007.03.028.
[8] 苗其东,姚强,载鑫.浅论模拟沥青加热拌和老化的两种试验方法[J].石油沥青,2009,23(5):63-67. MIAO Qidong,YAO Qiang,ZAI Xin.Shallow theory of two kinds of test method with the simulate asphalt heating ageing of mixing[J].Petroleum Asphalt,2009,23(5):63-67.DOI:10.3969/j.issn.1006-7450.2009.05.014.
[9] ASPHALT INSTITUTE.Performance graded asphalt binder specification and testing superpaveries No.1(SP-1)[R].Lexington:Asphalt Institute,1994,36-48.
Outlines

/

〈 〉