Technical Papers
Sep 29, 2023

Nonlinear Rheological Characterizations of Reactive Elastomeric Terpolymer-Modified Asphalt Binder Based on Large-Amplitude Oscillatory Shear Test

Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 12

Abstract

In this paper, we investigated the nonlinear rheological behavior of two types of modified asphalt binders, namely reactive elastomeric terpolymer-modified asphalt binder (REA) and styrene-butadiene-styrene–modified asphalt binder (SBA), under large strains using large-amplitude oscillatory shear (LAOS) testing. To determine the test strain levels, we conducted strain sweeps at different temperatures and shear frequencies before subjecting the asphalt binders to the LAOS test. Our findings show that the nonlinear critical strain of asphalt binders has a temperature and frequency dependence, with smaller values at lower temperatures and higher frequencies, indicating stronger nonlinear rheological properties. We used Fourier-transform rheology to analyze the relative intensity of higher harmonics of asphalt binders (In/I1, 3n9) and found that the nonlinear parameter I3/I1 increased with shear frequency and strain amplitude, and that the In/I1 of REA was much larger than that of SBA. To evaluate the performance of the modified asphalt binders, we used the zero-strain nonlinear parameter Q0 and found that REA had a higher Q0 value than SBA at the same frequency. Furthermore, based on the Lissajous curves at 25°C and 10  rad/s, we observed that the aberration degree of the curves increased with increasing strain amplitude. The Lissajous curves of both base asphalt binder (BA) and SBA failed to form a closed ellipse due to sample damage at larger strain levels, which means that BA and SBA are less resistant to large deformations, whereas REA maintained a higher load-bearing capacity. We also observed that both modified asphalt binders exhibited continuous shear-thinning properties. At higher strains, the intermolecular forces in SBA were overcome by shear deformation, whereas the chemical bonds formed between oxygen-containing functional groups and carboxylic acid groups in REA were gradually broken by stretching. LAOS test results demonstrated that REA exhibited higher deformation resistance potential at large strain levels compared with SBA.

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Data Availability Statement

No data, models, or code were generated or used during the study.

Acknowledgments

This study was supported by the National Natural Science Foundation of China under Grant No. 52278460 and the Sichuan Applied Basic Research Project (2021YJ0533).

References

AASHTO. 2011. Effect of heat and air on a moving film of asphalt binder (rolling thin-film oven test). AASHTO T240-09. Washington, DC: AASHTO.
Airey, G. D. 2004. “Fundamental binder and practical mixture evaluation of polymer modified bituminous materials.” Int. J. Pavement Eng. 5 (3): 137–151. https://doi.org/10.1080/10298430412331314146.
Alam, S., and Z. Hossain. 2017. “Changes in fractional compositions of PPA and SBS modified asphalt binders.” Constr. Build. Mater. 152 (Mar): 386–393. https://doi.org/10.1016/j.conbuildmat.2017.07.021.
Alonso, S., L. Medina-Torres, R. Zitzumbo, and F. Avalos. 2010. “Rheology of asphalt and styrene-butadiene blends.” J. Mater. Sci. 45 (10): 2591–2597. https://doi.org/10.1007/s10853-010-4230-0.
ASTM. 2007. Standard test method for ductility of bituminous materials. ASTM D113. West Conshohocken, PA: ASTM.
ASTM. 2012. Standard test method for effect of heat and air on a moving film of asphalt (rolling thin-film oven test). ASTM D2872-04. West Conshohocken, PA: ASTM.
ASTM. 2013. Standard test method for penetration of bituminous materials. ASTM D5. West Conshohocken, PA: ASTM.
ASTM. 2014. Standard test method for softening point of bitumen (ring-and-ball apparatus). ASTM D36. West Conshohocken, PA: ASTM.
ASTM. 2016. Standard specification for performance graded asphalt binder. ASTM D6373. West Conshohocken, PA: ASTM.
Behnood, A., and J. Olek. 2017. “Rheological properties of asphalt binders modified with styrene-butadiene-styrene (SBS), ground tire rubber (GTR), or polyphosphoric acid (PPA).” Constr. Build. Mater. 151 (Oct): 464–478. https://doi.org/10.1016/j.conbuildmat.2017.06.115.
Bulatovic, V. O., V. Rek, and J. Markovic. 2014. “Rheological properties of bitumen modified with ethylene butylacrylate glycidylmethacrylate.” Polym. Eng. Sci. 54 (5): 1056–1065. https://doi.org/10.1002/pen.23649.
Chen, Y., R. Gao, H. Wang, W. Zheng, and Z. You. 2021. “Rheological behavior of high modulus asphalt binder and its indication for fracture performances.” Constr. Build. Mater. 306 (Nov): 124835. https://doi.org/10.1016/j.conbuildmat.2021.124835.
Cong, P., J. Wang, and Z. Zhou. 2020. “Effects of thermal degradation on polymer modified asphalt binders during storage and transportation.” Constr. Build. Mater. 248 (Jul): 118694. https://doi.org/10.1016/j.conbuildmat.2020.118694.
de Loë, L. C., and S. A. M. Hesp. 2021. “Large amplitude oscillatory shear testing for the performance grading of straight and polymer modified asphalt binders.” Constr. Build. Mater. 279 (Apr): 122418. https://doi.org/10.1016/j.conbuildmat.2021.122418.
Diab, A. 2017. “Studying viscosity of asphalt binders and effect of varied production temperatures on engineering properties of hot mix asphalt mixtures.” Can. J. Civ. Eng. 44 (1): 1–9. https://doi.org/10.1139/cjce-2016-0383.
Diab, A., and Z. You. 2017. “Small and large strain rheological characterizations of polymer- and crumb rubber-modified asphalt binders.” Constr. Build. Mater. 144 (Jul): 168–177. https://doi.org/10.1016/j.conbuildmat.2017.03.175.
Diab, A., Z. You, S. Adhikari, L. You, X. Li, and M. El-Shafie. 2020. “Investigating the mechanisms of rubber, styrene-butadiene-styrene and ethylene-vinyl acetate in asphalt binder based on rheological and distress-related tests.” Constr. Build. Mater. 262 (Nov): 120744. https://doi.org/10.1016/j.conbuildmat.2020.120744.
Ewoldt, R. H. 2013. “Defining nonlinear rheological material functions for oscillatory shear.” J. Rheol. 57 (1): 177–195. https://doi.org/10.1122/1.4764498.
Ewoldt, R. H., A. E. Hosoi, and G. H. McKinley. 2008. “New measures for characterizing nonlinear viscoelasticity in large amplitude oscillatory shear.” J. Rheol. 52 (6): 1427–1458. https://doi.org/10.1122/1.2970095.
Gama, D. A., Y. Yan, J. K. G. Rodrigues, and R. Roque. 2018. “Optimizing the use of reactive terpolymer, polyphosphoric acid and high-density polyethylene to achieve asphalt binders with superior performance.” Constr. Build. Mater. 169 (Apr): 522–529. https://doi.org/10.1016/j.conbuildmat.2018.02.206.
Geckil, T. 2019. “Physical, chemical, microstructural and rheological properties of reactive terpolymer-modified bitumen.” Materials 12 (6): 921. https://doi.org/10.3390/ma12060921.
Geckil, T., and M. Seloglu. 2018. “Performance properties of asphalt modified with reactive terpolymer.” Constr. Build. Mater. 173 (Jun): 262–271. https://doi.org/10.1016/j.conbuildmat.2018.04.036.
Ghavibazoo, A., M. Abdelrahman, and M. Ragab. 2013. “Effect of crumb rubber modifier dissolution on storage stability of crumb rubber-modified asphalt.” Transp. Res. Rec. 2370 (1): 109–115. https://doi.org/10.3141/2370-14.
Gogoi, R., K. P. Biligiri, and N. C. Das. 2016. “Performance prediction analyses of styrene-butadiene rubber and crumb rubber materials in asphalt road applications.” Mater. Struct. 49 (9): 3479–3493. https://doi.org/10.1617/s11527-015-0733-0.
Huang, B., M. A. Liping, and X. U. Wenjuan. 2010. “Research development of modified asphalt.” [In Chinese.] Mater. Rev. 24 (1): 137–141.
Hyun, K., E. S. Baik, K. H. Ahn, S. J. Lee, M. Sugimoto, and K. Koyama. 2007. “Fourier-transform rheology under medium amplitude oscillatory shear for linear and branched polymer melts.” J. Rheol. 51 (6): 1319–1342. https://doi.org/10.1122/1.2790072.
Hyun, K., and M. Wilhelm. 2009. “Establishing a new mechanical nonlinear coefficient Q from FT-Rheology: First investigation of entangled linear and comb polymer model systems.” Macromolecules 42 (1): 411–422. https://doi.org/10.1021/ma8017266.
Hyun, K., M. Wilhelm, C. O. Klein, K. S. Cho, J. G. Nam, K. H. Ahn, S. J. Lee, R. H. Ewoldt, and G. H. McKinley. 2011. “A review of nonlinear oscillatory shear tests: Analysis and application of large amplitude oscillatory shear (LAOS).” Prog. Polym. Sci. 36 (12): 1697–1753. https://doi.org/10.1016/j.progpolymsci.2011.02.002.
Jasso, M., R. Hampl, O. Vacin, D. Bakos, J. Stastna, and L. Zanzotto. 2015. “Rheology of conventional asphalt modified with SBS, Elvaloy and polyphosphoric acid.” Fuel Process. Technol. 140 (Dec): 172–179. https://doi.org/10.1016/j.fuproc.2015.09.002.
Kanabar, N. 2010. “Comparison of ethylene terpolymer, styrene butadiene, and polyphosphoric acid type modifiers for asphalt cement.” Ph.D. dissertation, Dept. of Chemistry, Queen’s Univ.
Karger-Kocsis, J., L. Meszaros, and T. Barany. 2013. “Ground tyre rubber (GTR) in thermoplastics, thermosets, and rubbers.” J. Mater. Sci. 48 (1): 1–38. https://doi.org/10.1007/s10853-012-6564-2.
Keyf, S. 2015. “The modification of bitumen with reactive ethylene terpolymer, styrene butadiene styrene and variable amounts of ethylene vinyl acetate.” Res. Chem. Intermed. 41 (3): 1485–1497. https://doi.org/10.1007/s11164-013-1287-9.
Keyf, S., O. Ismail, B. D. Corbacıoglu, and H. Ozen. 2007. “The modification of bitumen with synthetic reactive ethylene terpolymer and ethylene terpolymer.” Pet. Sci. Technol. 25 (5): 561–568. https://doi.org/10.1080/10916460500294259.
Liang, R., R. Jin, D. Zhou, W. Sun, and Y. Kang. 2020. “Nonlinear rheological behaviors of epoxy asphalt binder compared to base asphalt binder and SBS modified asphalt binder at above ambient temperatures.” Constr. Build. Mater. 250 (Jul): 118755. https://doi.org/10.1016/j.conbuildmat.2020.118755.
Padmarekha, A., K. Chockalingam, U. Saravanan, A. P. Deshpande, and J. M. Krishnan. 2013. “Large amplitude oscillatory shear of unmodified and modified bitumen.” Supplement, Road Mater. Pavement Des. 14 (S1): 12–24. https://doi.org/10.1080/14680629.2013.774743.
Pérez-Lepe, A., F. J. Martínez-Boza, P. Attané, and C. Gallegos. 2006. “Destabilization mechanism of polyethylene-modified bitumen.” J. Appl. Polym. Sci. 100 (1): 260–267. https://doi.org/10.1002/app.23091.
Polacco, G., J. Stastna, D. Biondi, and L. Zanzotto. 2006. “Relation between polymer architecture and nonlinear viscoelastic behavior of modified asphalts.” Curr. Opin. Colloid Interface Sci. 11 (4): 230–245. https://doi.org/10.1016/j.cocis.2006.09.001.
Qi, X., L. Shan, S. Liu, Z. Li, G. Liu, and Y. Tan. 2021. “Nonlinear rheological characteristics of fine aggregate matrix based on FT-rheology.” Constr. Build. Mater. 274 (Mar): 121935. https://doi.org/10.1016/j.conbuildmat.2020.121935.
Renou, F., J. Stellbrink, and G. Petekidis. 2010. “Yielding processes in a colloidal glass of soft star-like micelles under large amplitude oscillatory shear (LAOS).” J. Rheol. 54 (6): 1219–1242. https://doi.org/10.1122/1.3483610.
Saboo, N., M. Sukhija, and M. Chaudhary. 2020. “Relating asphalt binders response to LAS and LAOS tests at intermediate temperatures.” Mech. Time-Depend. Mater. 25 (1): 21–35. https://doi.org/10.1007/s11043-020-09462-0.
Sengoz, B., and G. Isikyakar. 2008a. “Analysis of styrene-butadiene-styrene polymer modified bitumen using fluorescent microscopy and conventional test methods.” J. Hazard. Mater. 150 (2): 424–432. https://doi.org/10.1016/j.jhazmat.2007.04.122.
Sengoz, B., and G. Isikyakar. 2008b. “Evaluation of the properties and microstructure of SBS and EVA polymer modified bitumen.” Constr. Build. Mater. 22 (9): 1897–1905. https://doi.org/10.1016/j.conbuildmat.2007.07.013.
Shan, L., H. He, N. J. Wagner, and Z. Li. 2018. “Nonlinear rheological behavior of bitumen under LAOS stress.” J. Rheol. 62 (4): 975–989. https://doi.org/10.1122/1.5018516.
Shan, L., X. Qi, X. Duan, S. Liu, and J. Chen. 2020. “Effect of styrene-butadiene-styrene (SBS) on the rheological behavior of asphalt binders.” Constr. Build. Mater. 231 (Jan): 117076. https://doi.org/10.1016/j.conbuildmat.2019.117076.
Sienkiewicz, M., K. Borzedowska-Labuda, A. Wojtkiewicz, and H. Janik. 2017. “Development of methods improving storage stability of bitumen modified with ground tire rubber: A review.” Fuel Process. Technol. 159 (Mar): 272–279. https://doi.org/10.1016/j.fuproc.2017.01.049.
Wang, X., and X. Zhou. 2019. “Equivalent mechanical method for asphalt pavement structure based on material nonlinearity.” [In Chinese.] China J. Highway Transp. 32 (8): 25–34. https://doi.org/10.19721/j.cnki.1001-7372.2019.08.002.
Wu, Y., P. Huang, Y. Yu, C. Shi, H. Chen, H. Wang, J. Yang, Z. Leng, and W. Huang. 2023. “Nonlinear rheological performance characterization of styrene-butadiene-styrene and crumb rubber composite modified bitumen using large amplitude oscillatory shear tests.” J. Cleaner Prod. 385 (Jan): 135712. https://doi.org/10.1016/j.jclepro.2022.135712.
Yadollahi, G., and H. S. Mollahosseini. 2011. “Improving the performance of crumb rubber bitumen by means of poly phosphoric acid (PPA) and Vestenamer additives.” Constr. Build. Mater. 25 (7): 3108–3116. https://doi.org/10.1016/j.conbuildmat.2010.12.038.
Zhang, F., J. Yu, and S. Wu. 2010. “Effect of ageing on rheological properties of storage-stable SBS/sulfur-modified asphalts.” J. Hazard. Mater. 182 (1–3): 507–517. https://doi.org/10.1016/j.jhazmat.2010.06.061.
Zhu, J., B. Birgisson, and N. Kringos. 2014. “Polymer modification of bitumen: Advances and challenges.” Eur. Polym. J. 54 (May): 18–38. https://doi.org/10.1016/j.eurpolymj.2014.02.005.
Zhu, X., M. Miljković, Y. Wang, and G. Hao. 2022. “Property transitions of neat and styrene–butadiene-styrene (SBS)-modified asphalt binders from small, medium to large-amplitude oscillatory shears.” Int. J. Pavement Eng. 2022 (May): 1–19. https://doi.org/10.1080/10298436.2022.2068548.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 12December 2023

History

Received: Mar 9, 2023
Accepted: May 26, 2023
Published online: Sep 29, 2023
Published in print: Dec 1, 2023
Discussion open until: Feb 29, 2024

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Associate Professor, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, PR China; Deputy Director, Highway Engineering Key Laboratory of Sichuan Province, Southwest Jiaotong Univ., Chengdu 610031, PR China. Email: [email protected]
Yunchuan Du [email protected]
Research Assistant, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, PR China; Research Assistant, Highway Engineering Key Laboratory of Sichuan Province, Southwest Jiaotong Univ., Chengdu 610031, PR China. Email: [email protected]
Yingxiang Wang [email protected]
Research Assistant, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, PR China; Research Assistant, Highway Engineering Key Laboratory of Sichuan Province, Southwest Jiaotong Univ., Chengdu 610031, PR China. Email: [email protected]
Ph.D. Candidate, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, PR China; Ph.D. Candidate, Highway Engineering Key Laboratory of Sichuan Province, Southwest Jiaotong Univ., Chengdu 610031, PR China (corresponding author). Email: [email protected]
Southwest Jiaotong Univ. (SWJTU)-Leeds Joint School, Southwest Jiaotong Univ., Chengdu 610031, PR China; Research Assistant, Highway Engineering Key Laboratory of Sichuan Province, Southwest Jiaotong Univ., Chengdu 610031, PR China. Email: [email protected]
Ph.D. Candidate, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, PR China; Senior Engineer, Sichuan Tibetan Areas Expressway Co., Ltd., 90 West Section of Second Ring Rd., Wuhou, Chengdu 610031, PR China. Email: [email protected]
Feiyun Yuan [email protected]
Research Assistant, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, PR China; Research Assistant, Sichuan Yakang Co., Ltd., 90 West Section of Second Ring Rd., Wuhou, Chengdu 610031, PR China. Email: [email protected]
Professor, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, PR China; Director, Highway Engineering Key Laboratory of Sichuan Province, Southwest Jiaotong Univ., Chengdu 610031, PR China. ORCID: https://orcid.org/0000-0002-2250-5363. Email: [email protected]

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