Abstract

Different modifiers composed of polyethylene glycol, paraformaldehyde, polystyrene, and polyphosphoric acid at different ratios (designated CD-0, CD-1, CD-2. CD-3, and CD-4) were added to coal tar pitch. The resulting modified pitches were prepared and designated control D-0 and D-1, D-2, D-3, and D-4, correspondingly. The objective of this study was to evaluate the properties of the control and modified coal tar pitches by the dynamic shear rheometer (DSR) test and microscopic imaging technology. The complex shear modulus G* and phase angle δ of the modified coal tar pitches decreased with increased temperature, which indicated a decline in the gradual capacity for resistance to permanent deformation at high temperatures. There was good correlation between the Christensen-Andersen-Marasteanu (CAM) model and the complex modulus master curve of the modified coal tar pitches. The test results showed that D-4 had a higher complex viscosity η* than that of the control D-0 and the other modified coal tar pitches (D-1, D-2, and D-3), along with a higher glassy complex modulus Gg*, cross frequency fc, rheological parameter r, and better resistance to rheological deformation. Control D-4 also had a strong capability to resist high-temperature permanent deformation. In addition, the homogeneity of D-4 was better than that of the control D-0 and the other modified pitches, as observed in microscopic images. Therefore, it could be concluded that D-4 had better properties compared with the others.

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Acknowledgments

This paper was supported by the Importation and Development of the High-Caliber Talents Project of Beijing Municipal Institutions (Grant No. PXM2013-014210-000165) and the National Natural Science Foundation of China (Grant No. 51478028).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 29Issue 3March 2017

History

Received: Feb 29, 2016
Accepted: Jun 22, 2016
Published online: Aug 24, 2016
Discussion open until: Jan 24, 2017
Published in print: Mar 1, 2017

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Jie Ji, Ph.D.
Professor, School of Civil Engineering and Transportation, Beijing Univ. of Civil Engineering and Architecture, Beijing Urban Transportation Infrastructure Engineering Technology Research Center, Beijing 100044, China.
Hui Yao, Ph.D. [email protected]
Research Associate, Dept. of Civil and Environment Engineering, Michigan Technological Univ., 1400 Townsend Dr., Houghton, MI 49931; School of Traffic and Transportation, Changsha Univ. of Science and Technology, Changsha, Hunan 410114, China (corresponding author). E-mail: [email protected]
Zhi Suo, Ph.D.
Professor, School of Civil Engineering and Transportation, Beijing Univ. of Civil Engineering and Architecture, Beijing Urban Transportation Infrastructure Engineering Technology Research Center, Beijing 100044, China.
Haiyan Zhang, Ph.D.
Research Associate, Research Institute of Highway Ministry of Transport, Beijing 100088, China.
Dongwei Cao, Ph.D.
Associate Director, Road Engineering Research Center, Research Institute of Highway Ministry of Transport, Beijing 100088, China.
Zhanping You, Ph.D., M.ASCE [email protected]
P.E.
Professor, Dept. of Civil and Environment Engineering, Michigan Technological Univ., 1400 Townsend Dr., Houghton, MI 49931. E-mail: [email protected]
Baichang Li [email protected]
Assistant Engineer, China Offshore Bitumen Co. Ltd., Binzhou 256600, China. E-mail: [email protected]

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