Physical properties of asphalt-rubber binder

被引:50
作者
Billiter, TC
Davison, RR
Clover, CJ
Bullin, JA
机构
[1] Department of Chemical Engineering, Texas A and M University, College Station
关键词
D O I
10.1080/10916469708949653
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
This study was performed to determine how the rheological properties of asphalt-rubber binders are affected by various parameters. Properties studied were asphalt composition, rubber dissolution, and the low-, intermediate-, and high-temperature theological properties, measured with the bending beam rheometer, dynamic shear rheometer, and rotational viscometer, respectively. The theological properties of the asphalt-rubber binder were determined to be dependent on the rubber content (weight percent), rubber particle size, and base asphalt composition. By controlling these variables, an asphalt-rubber binder with improved low-temperature cracking resistance, improved mid-temperature rutting resistance and temperature susceptibility, and a non-detrimental high-temperature compaction viscosity, all relative to the base asphalt, can be produced.
引用
收藏
页码:205 / 236
页数:32
相关论文
共 32 条
  • [1] ALLISON K, 1967, RUBBER WORLD APR, P91
  • [2] ALLISON K, 1967, RUUBER WORLD MAR, P47
  • [3] Anderson D. A, 1990, FHWARD88078 US DEP T
  • [4] The viscosity of liquids.
    Andrade, ENDC
    [J]. NATURE, 1930, 125 : 309 - 310
  • [5] [Anonymous], 1992, J ASS ASPHALT PAVING
  • [6] BLUMENTHAL M, 1991, BIOCYCLE, V32, P85
  • [7] Chehovits J.D., 1982, J. Assoc. Asph. Paving Technol, V51, P240
  • [8] DEMPSTER D, 1978, EUROPEAN RUBBER J, V160, P47
  • [9] DEMPSTER D, 1979, EUROPEAN RUBBER J, V161, P22
  • [10] ESTAKHRI CK, 1993, 13321 TEX TRANSP I