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Temperature Sensitivity Analysis of High Viscosity Modified Asphalt |
ZHOU Zhi-gang, CHEN Gong-hong |
Key Laboratory of Road Structure and Materials Transportation Industry, Changsha University of Science & Technology, Changsha Hunan 410114, China |
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Abstract In order to evaluate the temperature sensitivity of high viscosity modified asphalt and explore a more reasonable temperature sensitivity evaluation method for high viscosity modified asphalt, the temperature sensitivity of self-made high viscosity modified asphalt, domestic high viscosity modified asphalt and SBS/resin modified asphalt are evaluated by using the methods of penetration index (PI), penetration viscosity index (PVN), viscosity temperature index (VTS), complex modulus index (GTS) and complex index (CNI), and the applicability of 5 evaluation methods to the temperature sensitivity of high viscosity modified asphalt is compared. The test result shows that (1) the self-made high viscosity modified asphalt has the least temperature sensitivity, and its temperature sensitivity is better than that of other domestic high viscosity modified asphalts, while the SBS/resin modified asphalt has the greatest sensitivity to temperature, and the stabilizer is helpful to improve the temperature sensing performance of modified asphalt; (2) among the 5 temperature sensitivity evaluation methods, the data points collected by PVN method cannot meet the wide temperature range of high viscosity modified asphalt, and the test accuracy is low, which is not suitable for evaluating the temperature sensitivity of high viscosity modified asphalt; (3) the PI method, VTS method, GTS method and CNI method can be used to evaluate the temperature sensitivity of high viscosity modified asphalt, among them, the temperature range adopted by PI method is narrow and has certain limitation; (4) the temperature range involved in VTS method, GTS method and CNI method is consistent with the service temperature of high viscosity modified asphalt in actual asphalt pavement, while CNI method better considers the viscoelastic characteristics of high viscosity modified asphalt, so it is more accurate and reasonable to evaluate the temperature sensitivity of high viscosity modified asphalt.
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Received: 14 April 2021
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Fund:Supported by the National Natural Science Foundation of China (No.51878079); the Hunan Traffic Science and Technology Planning Project (No.201807) |
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[1] ZHANG F, HU C B. Preparation and Properties of High Viscosity Modified Asphalt[J]. Polymer Composites, 2017, 38(5):936-946. [2] MENG Yong-jun, XI Chen-chen, QIN Yue, et al. Study on High Temperature Flow Characteristics and Temperature Sensing Properties of High Viscosity Asphalt[J]. New Building Materials, 2020(1):145-149. (in Chinese) [3] DU Yu-bing, ZOU Xiao-ling, CHAI Ming-ming. Study on Preparation of by Rubber Powder and High Viscosity Modifier Composite Modified Asphalt[J].Highway, 2017,62(8):228-233. (in Chinese) [4] ZHAO Fu-qiang, LUO Yao-fei, FANG Ying, et al. Preparation of the Reactive High Viscosity Modified Asphalt with Composite Modifier and Its Microscopic Characteristics[J]. Highway, 2019, 64(7):238-246. (in Chinese) [5] SHI J T, ZHAO P H, FAN W Y, et al. Facile Preparation and Application Performance Evaluation of SBS/C9 Petroleum Resin Blends as Modifier for High Viscosity Asphalt[J]. Construction and Building Materials, 2020, 262:1-11. [6] CHEN X, LI C, JIANG Y, et al. Comparisons with High Viscosity Additive Effects on Base and Modified Asphalt[J]. Petroleum Science and Technology, 2019, 37(11):1331-1337. [7] HU M J, SUN G Q, SUN D Q, et al. Effect of Thermal Aging on High Viscosity Modified Asphalt Binder:Rheological Property, Chemical Composition and Phase Morphology[J]. Construction and Building Materials, 2020, 241:1-13. [8] LI Guan-yu, LI Jun-feng, GAO Yang, et al. Research on Temperature Sensitivity and Viscosity of Calcium Sulphate Whisker Modified Asphalt[J]. New Chemical Materials, 2017, 45(9):235-237. (in Chinese) [9] CHEN Hua-xin, GANG Zeng-jun, WANG Ying-long, et al. Temperature Susceptibility Indexes of SBS Modified-asphalt Binders[J]. Journal of Building Materials, 2010, 13(5):691-696. (in Chinese) [10] HUANG Zhi-yi, HU Xiao-yu, WANG Jin-chang, et al. Applicability of Middle and High-temperature Susceptibility Evaluation Method for High-viscosity Asphalt[J]. Journal of Zhejiang University (Engineering Science Edition), 2015, 49(8):1448-1454. (in Chinese) [11] GAO Rong, ZHAO Le. Temperature Sensitivity and Pavement Performance of Reactive Rubberized Asphalt[J]. Road Machinery & Construction Mechanization, 2019, 36(4):80-84. (in Chinese) [12] YU Xin, SUN Wen-hao, LUO Yi-lin, et al. Research on the Evaluation Index of Temperature Sensitivity of CRMA[J]. Journal of Building Materials, 2013, 16(2):86-90,103. (in Chinese) [13] CHENG Cheng, PENG Chao, TAO Gui-xiang, et al. Effect of Short-term Aging on Temperature Sensitivity of Lignin Modified Asphalt[J]. Science Technology and Engineering, 2019, 19(15):284-290. (in Chinese) [14] CAI Zhi-yan. Temperature Sensitivity Evaluation of PPA Modified Asphalt[J]. Highway Engineering, 2017,42(1):111-114. (in Chinese) [15] JI Jie, WU Hao, SUO Zhi, et al. Analysis on Temperature Susceptibility of Asphalt Binder Affected by THFS[J]. Journal of Shenyang Jianzhu University (Natural Science Edition), 2017, 33(3):475-482. (in Chinese) [16] MCLEOD N W. Asphalt Cement Pen-vis Number and its Application to Moduli of Stiffness[J]. Journal of Testing and Evaluation, 1976, 4(4):275-282. [17] LI Wei. Study on Temperature Sensitivity and Microstructure of TLA Modified Asphalt[J]. Highway Engineering, 2018, 43(3):194-197. (in Chinese) [18] WANG Lan, HU Jiang-san, CHEN Gang, et al. Temperature Susceptibility of Different Kings of Modified Asphalt[J]. Journal of Functional Materials, 2015, 46(4):4086-4090. (in Chinese) |
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