Effect of carbon black on the dynamic moduli of asphalt mixtures and its master curves

Abstract

Modulus is one of the main parameters during the design of asphalt pavement structure, the newest specifications of China gives the dynamic moduli ranges of commonly used asphalt mixtures with base asphalt (BA) or styrene-butadiene-styrene modified asphalt (SBS MA), while the moduli ranges of mixtures with carbon black modified asphalt (CB MA) are not recommended. To investigate the CB effect on the dynamic moduli of CB MA mixtures, one commonly used asphalt mixture (AC-20) was designed with BA, SBS MA, and CB MA, respectively. Then, the uniaxial compression dynamic modulus tests were conducted at different temperatures and loading frequencies, the master curves of asphalt mixtures were analyzed based on the time-temperature equivalence principle. The results show that with increasing loading frequency, the temperature dependence of dynamic moduli of all asphalt mixtures tend to be less obvious. Both SBS and CB can decrease the temperature sensitivity of asphalt mixture, the SBS MA mixture has the lowest temperature sensitivity, followed by CB MA and BA mixture. In addition, CB and SBS can obviously improve the dynamic modulus of the BA mixture, enhance the anti-deformation performance of pavement structure, and the improvement effect of CB is almost the same with SBS.

Keywords

dynamic modulus / carbon black / master curve / modified asphalt / asphalt mixture

References

[1] Wen S, Chung D D L. Effects of carbon black on the thermal, mechanical and electrical properties of pitch-matrix composites. Carbon, 2004, 42(12–13): 2393–2397

[2] Cong P, Xu P, Chen S. Effects of carbon black on the anti aging, rheological and conductive properties of SBS/asphalt/carbon black composites. Construction & Building Materials, 2014, 52(2): 306–313

[3] Apeagyei A K. Laboratory evaluation of antioxidants for asphalt binders. Construction & Building Materials, 2011, 25(1): 47–53

[4] Park T, Lovell C W. Using Pyrolized Carbon Black (PCB) from Waste Tires in Asphalt Pavement (Part 1, Limestone Aggregate). FHWA/IN/JHRP-95/10 Final Report, 1996

[5] Li C, Fan Z, Wu S, Li Y, Gan Y, Zhang A. Effect of carbon black nanoparticles from the pyrolysis of discarded tires on the performance of asphalt and its mixtures. Applied Sciences, 2018, 8(4): 624

[6] Xiao F, Amirkhanian A N, Amirkhanian S N. Influence of carbon nanoparticles on the rheological characteristics of short-term aged asphalt binders. Journal of Materials in Civil Engineering, 2011, 23(4): 423–431

[7] Rajbongshi P. Comparative study on temperature stresses in asphalt material using nonlinear viscoelastic approach. Journal of Transportation Engineering, 2011, 137(10): 717–722

[8] Im S, You T, Ban H, Kim Y. Multiscale testing-analysis of asphaltic materials considering viscoelastic and viscoplastic deformation. International Journal of Pavement Engineering, 2017, 18(9): 783–797

[9] Weldegiorgis M T, Tarefder R A. Laboratory investigation of asphalt concrete dynamic modulus testing on the criteria of meeting linear viscoelastic requirements. Road Materials and Pavement Design, 2014, 15(3): 554–573

[10] Luo R, Liu H. Erratum for “Improving the accuracy of dynamic modulus master curves of asphalt mixtures constructed using uniaxial compressive creep tests” by Rong Luo and Hanqi Liu. Journal of Materials in Civil Engineering, 2017, 29(10): 08217001

[11] Zhao Y, Bai L, Liu H. Implementation of triaxial dynamic modulus master curve in finite element modeling of asphalt pavements. Journal of Materials in Civil Engineering, 2014, 26(3): 491–498

[12] Goh S W, You Z, Williams R C, Li X. Preliminary dynamic modulus criteria of HMA for field rutting of asphalt pavements: Michigan’s experience. Journal of Transportation Engineering, 2011, 137(1): 37–45

[13] Zhu H, Sun L, Yang J, Chen Z, Gu W. Developing master curves and predicting dynamic modulus of polymer-modified asphalt mixtures. Journal of Materials in Civil Engineering, 2011, 23(2): 131–137

[14] Medani T O, Huurman M, Molenaar A A A. On the computation of mater curves for bituminous mixes. Nature Methods, 2004, 11(5): 572–578

[15] Apeagyei A K, Diefenderfer B K, Diefenderfer S D. Development of dynamic modulus master curves for hot-mix asphalt with abbreviated testing temperatures. International Journal of Pavement Engineering, 2012, 13(2): 98–109

[16] Sebaaly P E, Hajj E Y, Sathanathan T, Shivakolunthar S. A comprehensive evaluation of moisture damage of asphalt concrete mixtures. International Journal of Pavement Engineering, 2017, 18(2): 169–182

[17] D. ASTM. Standard test method for penetration of bituminous materials. Annual Book of ASTM Standards USA, 1992

[18] Standard A. D36. Standard test method for softening point of bitumen (ring-and-ball apparatus). ASTM International, West Conshohocken. USA, 2009

[19] Statements B. Standard Test Method for Ductility of Bituminous Materials 1, Designation: D113-99, 1999

[20] Roberts L, Romero P, Vanfrank K, Ferrin R. Evaluation of the asphalt mixture performance tester (AMPT): Utah Experience. Transportation Research Record: Journal of the Transportation Research Board, 2012, 2296(1): 69–76

[21] Liu G, Leegwater G, Nielsen E, Komacka J, Ven M V D. Evaluating the rheological properties of PMB-containing RA binders from surface-layer asphalt mixtures to be recycled. Construction & Building Materials, 2013, 49(6): 8–14

[22] Buttlar W, Roque R, Reid B. Automated procedure for generation of creep compliance master curve for asphalt mixtures. Transportation Research Record: Journal of the Transportation Research Board, 1998, 1630(1): 28–36

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