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Phase-transition Temperature of Asphalt Materials Based on DMA |
WANG Xian-he, YANG Guang, WANG Xu-dong, WANG Yan-zhu, XIAO Qian |
1. China Highway (Beijing) Engineering Materials Technology Co. Ltd., Beijing 100088, China; 2. Harbin Institute of Technology, Harbin Heilongjiang 150090, China; 3. Fundamental Research Innovation Center, Research Institute of Highway Ministry of Transport, Beijing 100088, China |
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Abstract Asphalt materials including binder, mortar, and mixture are extensively used in the field of pavement engineering considering their obvious viscoelastic properties. To study the phase-transition temperature (Tp) of asphalt materials, we apply dynamic mechanical analysis (DMA) to conduct several temperature-sweep mode tests and compare the Tp values among these materials with similar sizes. Meanwhile, 27 AC5 mixtures are tested to determine the impact of binder type, gradation and, binder content on Tp. Results indicate that the Tp of binder and mortar is negative, but that of mixture is positive. Good correlations among Tp of binder, mortar, and mixture with the same binder type are observed, showing that binder quality is the key factor affecting Tp. Gradation type also affects Tp, and the mixture with a finer gradation has a lower Tp. Among the AC5 asphalt mixtures, the Tp of AR mixture is lower than those of the others, thereby demonstrating better low-temperature performance.
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Received: 14 October 2019
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Corresponding Authors:
WANG Xian-he
E-mail: lqwangxianhe@126.com
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[1] SHA Qing-lin. The Premature Damage of Bituminous Pavement on Expressway and the Countermeasures[J]. Journal of Changsha University of Science and Technology:Natural Science Edition,2006, 3(3):1-6. (in Chinese) [2] ZHANG Xiao-ning. Viscoelastic Principle and Application of Asphalt and Asphalt Mixture[M]. Beijing:China Communications Press,2006. (in Chinese) [3] AASHTO. Specification for Performance-graded Asphalt Binder[S]. Washington, D. C.:AASHTO, 1998:10-89. [4] HE Li-ping. Research on Viscoelastic Characteristic and High Temperature Property of Rubber Asphalt Based DMA Method[D]. Xi'an:Chang'an University, 2014. (in Chinese) [5] ZHAN Xiao-li. Research on Viscoelastic Properties of Asphalt Using DMA Method[D]. Harbin:Harbin Institute of Technology,2007. (in Chinese) [6] ZHANG L, BAHIA H, TAN Y Q. Effect of Bio-based and Refined Waste Oil Modifiers on Low Temperature Performance of Asphalt Binders[J]. Construction and Building Materials, 2015, 86:95-100. [7] ZHANG L, TAN Y Q, BAHIA H. Relationship between Glass Transition Temperature and Low Temperature Properties of Oil Modified Binders[J]. Construction and Building Materials, 2016,104:92-98. [8] CAO Li-ping, TAN Yi-qiu, DONG Ze-jiao et al. Evaluation for Low Temperature Performance of SBS Modified Asphalt Using Glass Transition Temperature[J]. China Journal of Highway and Transport, 2006, 19(2):1-6. (in Chinese) [9] YIN Ying-mei. Research on Dynamic Viscoelastic Characteristics and Shear Modulus Predicting Methods for Asphalt Mixture Based DMA Method[D]. Guangzhou:South China University of Technology, 2010. (in Chinese) [10] GUO M, TAN Y Q, ZHANG L. Effect of Filler on Glass Transition of Asphalt Mastics[J]. Advanced Engineering Forum, 2012, 5:376-381. [11] JIN Lei, QIAN Zhen-dong, ZHENG Yu. High Temperature Performance and Evaluation Index of Gussasphalt Mortar Based on DMA Method[J]. Journal of Southeast University:Natural Science Edition,2014,44(5):1062-1067. (in Chinese) [12] LIANG Ming, XIN Xue, FAN Wei-yu, et al. Study on Viscoelastic Behavior of Crumb Tire Rubber Modified Asphalt with Different Particle Sizes Based on Dynamic Mechanical Analysis[J].Acta Petrolei Sinica:Petroleum Processing Section,2015, 31(5):1187-1192. (in Chinese) [13] ZOU Gui-lian. Research on Rheology Property of Rock Asphalt Based on DMA Method[J]. Highways & Automotive Applications,2011(3):91-94. (in Chinese) [14] ZHAN Xiao-li, ZHANG Xiao-ning, WANG Duan-yi, et al. Microstructure of Asphalt Mastic Using Dynamic Mechanical Analysis[J]. Journal of Jilin University:Engineering and Technology Edition,2009,39(4):916-920. (in Chinese) [15] CHEN Jing-yu. Research on Aging Property of Asphalt Mortar and Its Impact on Road Milling System Using DMA[D]. Xi'an:Chang'an University, 2016. (in Chinese) [16] LIU J Y, SUN Y R, WANG W Y, et al. Using the Viscoelastic Parameters to Estimate the Glass Transition Temperature of Asphalt Binders[J]. Construction and Building Materials, 2017,153:908-917. [17] FANG L, YUAN Q, DENG D H, et al. Effect of Mix Parameters on the Dynamic Mechanical Properties of Cement Asphalt Mortar[J]. Journal of Materials in Civil Engineering, 2017, 29(8):04017080. [18] SOLIMAN H, SHALABY A. Characterizing the Low-temperature Performance of Hot-pour Bituminous Sealants Using Glass Transition Temperature and Dynamic Stiffness Modulus[J]. Journal of Materials in Civil Engineering, 2009, 21(11):688-693. |
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