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复合改性煤沥青的流变性能研究 被引量:1

Research on Rheological Properties of Composite Modified Coal Tar Pitch
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摘要 通过动态剪切流变仪对复合改性煤沥青的流变特性进行了研究,研究结果表明:复合改性煤沥青的复数模量和相位角随温度升高而降低,有利于提高沥青的高温性能,复合改性煤沥青抗车辙因子顺序为:D-4>D-3>D-1>D-2>D-0。复合改性煤沥青的动态剪切模量随着加载频率的增大而不断增加,相位角和复数粘度则逐渐减小。利用简化后的Carreau模型公式计算复合改性煤沥青的零剪切粘度,D-4的零剪切粘度最大,有较好的抗流动变形能力。 The rheological properties of composite modified coal tar pitch are studied by dynamic shear rheometer.The research results show that,the complex modulus and phase angle of composite modified coal tar pitch decrease with the increase of temperature,which is conducive to improve the high temperature performance of asphalt.The order of anti-rutting factor of composite modified coal tar pitch is D-4>D-3>D-1>D-2>D-0.The dynamic shear modulus of composite modified coal tar pitch increases continuously with the increase of loading frequency,and the phase angle and complex viscosity decrease gradually.The zero shear viscosity of composite modified coal tar pitch is calculated by using the simplified Carreau model formula.D-4 has the largest zero shear viscosity and better ability to resist the flow deformation.
作者 李佰昌 Li Baichang(Zhejiang Communications Resources Investment Co.,Ltd.,Hangzhou 310020,China)
出处 《北方交通》 2022年第1期48-52,共5页 Northern Communications
关键词 复合改性煤沥青 流变性能 抗车辙因子 复数模量 相位角 零剪切粘度 Composite modified coal tar pitch Rheological properties Anti-rutting factor Complex modulus Phase angle Zero shear viscosity
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  • 1杨琴,李铁虎,王娟,江元汝.呋喃树脂改性煤沥青的机理及热行为研究[J].煤炭转化,2006,29(1):66-68. 被引量:12
  • 2薛永兵,杨建丽,刘振宇,张玉贞.煤与FCC油浆共处理重质产物对道路沥青改性作用的评价[J].石油学报(石油加工),2006,22(1):95-99. 被引量:8
  • 3常宏宏,魏文珑,王志忠,杨怀旺,姚润生.煤沥青的性质及应用[J].山西焦煤科技,2007(2):39-42. 被引量:22
  • 4KHATTAK M J, BALADI G. Engineering properties of polymer-modified asphalt mixtures[C]//TRB. Transportation Research Record 1638. Washington DC: TRB, 1998: 12-22.
  • 5MACCARRONE S, HOLLERAN G, GNANASEELAN G P. Properties of polymer modified binders and relationship to mix and pavement performance[J]. AAPT, 1995, 76: 167-188.
  • 6BAZANT Z F. Size effect[J]. International Journal of Solids and Structures, 2000, 37(1): 69-80.
  • 7SHENOY A. Refinement of the Superpave specification parameter for performance grading of asphalt[J]. Journal of Transportation Engineering, 2001, 127(5): 357-362.
  • 8SYBILSKI D. Zero-shear viscosity of bituminous binder and its relation to bituminous mixtures rutting resistance[C]// TRB. Transportation Research Record 1535. Washington DC:TRB, 1996.- 15-21.
  • 9ABBAS A, MASAD E, PAPAGIANNAKIS T, et al. Modelling asphalt mastic stiffness using discrete element analysis and micromechanics-based models [J]. International lournal of Pavement Engineering, 2005, 6(2): 137-146.
  • 10DONGRE R, D'ANGELO J. Evaluation of different parameters for superpave high temperature hinder specification based on rutting performance in the accelerated loading facility at FHWA[C]//TRB. Transportation Research Record 1829. Washington DC: TRB, 2004: 455-487.

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