Technical Papers
Apr 21, 2021

Effects of Different Nanofibers on Self-Healing Properties of Composite Modified Emulsified Asphalt

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 7

Abstract

To improve the self-healing performance of styrene-butadiene-styrene/multiwalled carbon nanotube composite modified emulsified asphalt (SMEA), three representative types of nanofibers were used to reinforce SMEA, and their effects on self-healing properties of SMEA were discussed by the developed self-healing evaluation methods. Test results indicate that basalt (BS) nanofiber without shape memory performance not only decreases the ductility and low-temperature cracking resistance of evaporation residue of SMEA after self-healing but also lowers the self-healing performance of SMEA. On the contrary, polyethylene terephthalate (PET) nanofiber and polytrimethylene terephthalate (PTT) nanofiber improve the ductility and low-temperature cracking resistance of SMEA. Further, PTT nanofiber with a stronger shape memory property more obviously increases the self-healing performance of SMEA than PET nanofiber. Additionally, the self-healing index of dissipated energy ratio (HI3) before and after self-healing is more suitable to characterize the self-healing performance of nanofiber-reinforced SMEA. Finally, PTT nanofiber-reinforced SMEA shows satisfactory repeated self-healing performance. PTT nanofiber at the content of 0.35% is proposed to reinforce SMEA, developing more durable modified emulsified asphalt for the maintenance and repair of asphalt pavement.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

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

Acknowledgments

This work was supported by the National Natural Science Foundation of China (No. 51978340), Provincial Six Talent Peaks Project in Jiangsu (No. JNHB-050), and Jiangsu Provincial Department of Education for the Qing Lan Project. Also, we would like to thank the Advanced Analysis & Testing Center of Nanjing Forestry University for the assistance in experiments.

References

Alvaro, G., J. Norambuena-Contreras, and M. N. Partl. 2013. “Experimental evaluation of dense asphalt concrete properties for induction heating purposes.” Constr. Build. Mater. 46 (Sep): 48–54. https://doi.org/10.1016/j.conbuildmat.2013.04.030.
Bommavaram, R. R., A. Bhasin, and D. N. Little. 2009. “Determining intrinsic healing properties of asphalt binders: Role of dynamic shear rheometer.” Transp. Res. Rec. 2126 (1): 47–54. https://doi.org/10.3141/2126-06.
Chang, X. W., R. H. Zhang, Y. Xiao, and X. Y. Chen. 2020. “Mapping of publications on asphalt pavement and bitumen materials: A bibliometric review.” Constr. Build. Mater. 234 (Feb): 117370. https://doi.org/10.1016/j.conbuildmat.2019.117370.
Gao, Y. M., Y. Q. Zhang, and Y. Yang. 2019. “Molecular dynamics investigation of interfacial adhesion between oxidised bitumen and mineral surfaces.” Appl. Surf. Sci. 479 (Jun): 449–462. https://doi.org/10.1016/j.apsusc.2019.02.121.
García, A. 2012. “Self-healing of open cracks in asphalt mastic.” Fuel 93 (Mar): 264–272. https://doi.org/10.1016/j.fuel.2011.09.009.
Gong, M. H., J. Yang, and H. Yao. 2018. “Investigating the performance, chemical, and microstructure properties of carbon nanotube-modified asphalt binder.” Road Mater. Pavement Des. 19 (7): 1499–1522. https://doi.org/10.1080/14680629.2017.1323661.
Gu, F., X. Luo, and C. W. Randy. 2018. “Energy-based crack initiation model for load-related top-down cracking in asphalt pavement.” Constr. Build. Mater. 159 (Jan): 587–597. https://doi.org/10.1016/j.conbuildmat.2017.11.008.
Gu, F., W. Y. Ma, C. W. Randy, and J. T. A. Taylor. 2019. “Structural performance and sustainability assessment of cold central-plant and in-place recycled asphalt pavement: A case study.” J. Cleaner Prod. 208 (Jan): 1513–1523. https://doi.org/10.1016/j.jclepro.2018.10.222.
Li, C., S. P. Wu, Z. W. Chen, G. Y. Tao, and Y. Xiao. 2018. “Improved microwave heating and healing properties of bitumen by using nanometer microwave-absorbers.” Constr. Build. Mater. 189 (Nov): 757–767. https://doi.org/10.1016/j.conbuildmat.2018.09.050.
Li, H. P., H. Zhao, K. J. Liao, and Y. G. Li. 2012. “A study on the preparation and storage stability of modified emulsified asphalt.” Pet. Sci. Technol. 30 (7): 699–708. https://doi.org/10.1080/10916466.2010.490812.
Li, L. L., Y. M. Gao, and Y. Q. Zhang. 2020. “Crack length based healing characterisation of bitumen at different levels of cracking damage.” J. Cleaner Prod. 258 (Jun): 120709. https://doi.org/10.1016/j.jclepro.2020.120709.
Luo, Y. F., K. Zhang, X. B. Xie, and X. G. Yao. 2019. “Performance evaluation and material optimization of micro-surfacing based on cracking and rutting resistance.” J. Mater. Sci. 206 (May): 193–200. https://doi.org/10.1016/j.conbuildmat.2019.02.066.
Pang, L., H. Jiang, S. Wu, and S. Wu. 2012. “Self healing capacity of asphalt binders.” J. Wuhan Univ. Technol. Mater. Sci. Ed. 27 (4): 794–796. https://doi.org/10.1007/s11595-012-0550-z.
Santagata, E., O. Baglieri, L. Tsantilis, and G. Chiappinelli. 2015. “Fatigue and healing properties of nano-reinforced bituminous binders.” Int. J. Fatigue 80 (Nov): 30–39. https://doi.org/10.1016/j.ijfatigue.2015.05.008.
Shen, D. Y., S. Shi, T. Xu, and X. Huang. 2018. “Development of shape memory polyurethane based sealant for concrete pavement.” Constr. Build. Mater. 174 (Jun): 474–483. https://doi.org/10.1016/j.conbuildmat.2018.04.154.
Sheng, X. H., T. Xu, and M. Wang. 2020. “Preparation, shape memory performance and microstructures of emulsified asphalt modified by multi-walled carbon nanotubes.” Constr. Build. Mater. 230 (Jan): 1–11. https://doi.org/10.1016/j.conbuildmat.2019.116954.
Shu, B., S. P. Wu, L. J. Dong, and C. Li. 2019. “Synthesis and properties of microwave and crack responsive nanofibers encapsulating rejuvenator for bitumen self-healing.” Mater. Res. Express 6 (8): 085306. https://doi.org/10.1088/2053-1591/ab1e26.
Sun, X. L., X. Qin, Q. Chen, and Q. Ma. 2018. “Investigation of enhancing effect and mechanism of basalt fiber on toughness of asphalt material.” Pet. Sci. Technol. 36 (20): 1710–1717. https://doi.org/10.1080/10916466.2018.1506805.
Sun, Y. H., S. P. Wu, and Q. T. Liu. 2016. “The healing properties of asphalt mixtures suffered moisture damage.” Constr. Build. Mater. 127 (Nov): 418–424. https://doi.org/10.1016/j.conbuildmat.2016.10.048.
Tabakovic, A., and E. Schlangen. 2015. “Self-healing technology for asphalt pavements.” Self-Healing Mater. 273 (Nov): 285–306. https://doi.org/10.1007/12-2015-335.
Tan, Y., L. Shan, Y. R. Kim, and B. S. Underwood. 2012. “Healing characteristics of asphalt binder.” Constr. Build. Mater. 27 (1): 570–577. https://doi.org/10.1016/j.conbuildmat.2011.07.006.
Xue, Y. J., X. T. Wei, H. Zhao, and T. Wang. 2020. “Interaction of spent FCC catalyst and asphalt binder: Rheological properties, emission of VOCs and immobilization of metals.” J. Cleaner Prod. 259 (Jun): 120830. https://doi.org/10.1016/j.jclepro.2020.120830.
Yang, G. L., C. H. Wang, H. F. Zhao, B. Yan, and W. Y. Yin. 2019. “Waterborne epoxy resin–polyurethane–emulsified asphalt: Preparation and properties.” J. Mater. Civ. Eng. 31 (11): 04019265. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002904.
Zhang, Q., Y. H. Xu, and Z. G. Wen. 2017. “Influence of water-borne epoxy resin content on performance of waterborne epoxy resin compound SBR modified emulsified asphalt for tack coat.” Constr. Build. Mater. 153 (Oct): 774–782. https://doi.org/10.1016/j.conbuildmat.2017.07.148.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 7July 2021

History

Received: Oct 12, 2020
Accepted: Dec 14, 2020
Published online: Apr 21, 2021
Published in print: Jul 1, 2021
Discussion open until: Sep 21, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Wenjing Xia [email protected]
Graduate Research Assistant, College of Civil Engineering, Nanjing Forestry Univ., 159 Longpan Rd., Nanjing 210037, Jiangsu, China. Email: [email protected]
Graduate Research Assistant, College of Civil Engineering, Nanjing Forestry Univ., 159 Longpan Rd., Nanjing 210037, Jiangsu, China. Email: [email protected]
Graduate Research Assistant, College of Civil Engineering, Nanjing Forestry Univ., 159 Longpan Rd., Nanjing 210037, Jiangsu, China. Email: [email protected]
Tao Xu, Ph.D. [email protected]
Professor, College of Civil Engineering, Nanjing Forestry Univ., 159 Longpan Rd., Nanjing 210037, Jiangsu, China (corresponding author). Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

  • Polyether- and Polystyrene-Modified Polymeric Cationic Asphalt Emulsifiers: Synthesis and Performance, Journal of Materials in Civil Engineering, 10.1061/JMCEE7.MTENG-15168, 35, 7, (2023).

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share