Modeling the Viscosity Behavior of Crumb Rubber-Modified Binder Using Response Surface Methodology

被引:5
|
作者
Azadedel, Reza [1 ]
Solatifar, Nader [1 ]
机构
[1] Urmia Univ, Dept Civil Engn, Orumiyeh 5715797447, Iran
关键词
Crumb rubber-modified binder; Asphalt binder; Viscosity; Crumb rubber; Design of experiments; Response surface methodology (RSM); WASTE TIRE RUBBER; ASPHALT BINDER; RHEOLOGICAL PROPERTIES; MODIFIED BITUMEN; FATIGUE; SBS;
D O I
10.1061/(ASCE)MT.1943-5533.0004310
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Crumb rubber is one of the waste materials used to improve the behavior of binders. The use of this recycled rubber as a common cheap additive can also help in preserving the environment. Modifying the binder with this additive can consequently increase its viscosity. The primary aim of this research is to identify the factors that influence the viscosity of the crumb rubber-modified binders and determine their optimal values by modeling the viscosity of the samples. To this end, central composite design (CCD) method of response surface methodology (RSM) was utilized to evaluate the influence of the selected factors including mixing temperature, time, speed, and blending content of the modifier on the viscosity of the crumb rubber-modified binders, which was identified as the main response. Based on the CCD method, 30 samples were prepared, and a rotational viscosity (RV) test was conducted on them. The results showed that crumb rubber content and mixing temperature are more effective than the other factors and their interactions. To yield the minimum viscosity, the optimal values for the influential factors were 4% for the blending content of the crumb rubber, 160 degrees C for the mixing temperature, 57 Hz for the mixing speed, and 35 min for the mixing time. In this optimal case, the results of Fourier-transform infrared (FTIR) spectrum analysis showed that adding crumb rubber to the neat binder does not create a new factor group in the binder spectrum.
引用
收藏
页数:13
相关论文
共 50 条
  • [11] Rheological Interference of Amine and Silane-Based Antistripping Agents on Crumb Rubber-Modified Binder
    Singh, Dharamveer
    Showkat, Burhan
    Rajan, Bharat
    Shah, Affan
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2020, 32 (02)
  • [12] Influence of processing conditions on the rheological behavior of crumb tire rubber-modified bitumen
    Navarro, F. J.
    Partal, P.
    Martinez-Boza, F. J.
    Gallegos, C.
    JOURNAL OF APPLIED POLYMER SCIENCE, 2007, 104 (03) : 1683 - 1691
  • [13] Fracture modeling of rubber-modified binder based on Discrete Element Method
    Ding, Xunhao
    Rath, Punyaslok
    Giraldo-Londono, Oliver
    Buttlar, William G.
    Ma, Tao
    JOURNAL OF CLEANER PRODUCTION, 2022, 380
  • [14] Effect of recycled asphalt pavement binder on rheology of crumb rubber-modified binder-an experimental, analytical, and analogical study
    Singh D.
    Showkat B.
    Girimath S.
    Advances in Civil Engineering Materials, 2020, 9 (01): : 643 - 665
  • [15] Crumb Rubber-Modified Asphalt: Microwave Treatment Effects
    Yu, G-X.
    Li, Z-M.
    Zhou, X-L.
    Li, C-L.
    PETROLEUM SCIENCE AND TECHNOLOGY, 2011, 29 (04) : 411 - 417
  • [16] Fracture modeling of rubber-modified binder based on Discrete Element Method
    Ding, Xunhao
    Rath, Punyaslok
    Giraldo-Londoño, Oliver
    Buttlar, William G.
    Ma, Tao
    Journal of Cleaner Production, 2022, 380
  • [17] A review on the crumb rubber-modified asphalt in the Middle East
    Badughaish, Abdulrahman
    Wang, Jiayu
    Hettiarachchi, Chamod
    Xiao, Feipeng
    JOURNAL OF MATERIAL CYCLES AND WASTE MANAGEMENT, 2022, 24 (05) : 1679 - 1692
  • [18] A review on the crumb rubber-modified asphalt in the Middle East
    Abdulrahman Badughaish
    Jiayu Wang
    Chamod Hettiarachchi
    Feipeng Xiao
    Journal of Material Cycles and Waste Management, 2022, 24 : 1679 - 1692
  • [19] Viscosity characteristics of rubber-modified asphalts
    Lougheed, TJ
    Papagiannakis, AT
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 1996, 8 (03) : 153 - 156
  • [20] Viscosity characteristics of rubber-modified asphalts
    Nichols Consulting Engrg, Reno, United States
    J Mater Civ Eng, 3 (153-156):