Technical Papers
Feb 20, 2020

Effect of Healing Conditions on Fatigue-Healing of Asphalt Binder and Asphalt Mixture

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 5

Abstract

To study the effects that healing conditions have on the fatigue-healing properties of asphalt materials, we conducted a fatigue-healing-fatigue test on asphalt materials using a dynamic shear rheometer and four-point bending-fatigue-testing machine. We analyzed the changes in the fatigue-healing properties of the asphalt materials with exposure to different healing conditions. The results showed that the fatigue-healing performance of the styrene butadiene styrene (SBS)-modified asphalt and asphalt mixture was better than those of the #70 asphalt and asphalt mixture. Increases in the healing temperature, within a certain range, promoted the healing of the asphalt mixture. Excessive temperatures led to asphalt aging and inhibited healing. The optimal healing temperatures for the #70 asphalt and SBS-modified asphalt mixtures were 50°C and 60°C, respectively. Extending the healing time was beneficial to healing. The healing efficiency decreased with an increase in the healing time. The most effective healing times for the asphalt binder and asphalt mixture were approximately 30 min and 12 h, respectively. We do not advise the excessive prolongation of the healing time to pursue a 100% healing recovery.

Get full access to this article

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

Data Availability Statement

All data, models, or code generated or used during the study are available from the corresponding author by request.

Acknowledgments

The investigation described in this paper is supported by the National Natural Science Foundation of China (51278513) and the Maintenance Technology Project of Qilu Transportation Development Group Co., Ltd. in 2018, China (2018YHKY-01), which are greatly acknowledged.

References

AASHTO. 1994. Standard test method for determining the fatigue life of compacted hot mix asphalt (HMA) subjected to repeated flexural bending. AASHTO TP8. Washington, DC: AASHTO.
Al-Rub, R. K. A., M. K. Darabi, and D. N. Little. 2010. “A micro-damage healing model that improves prediction of fatigue life in asphalt mixes.” Int. J. Eng. Sci. 48 (11): 966–990. https://doi.org/10.1016/j.ijengsci.2010.09.016.
ASTM. 2010. Standard test method for determining fatigue failure of compacted asphalt concrete subjected to repeated flexural bending. ASTM D7460. West Conshohocken, PA: ASTM.
Bazin, P., and J. B. Saunier. 1967. “Deformability, fatigue and healing properties of asphalt mixes.” In Proc., 2nd Int. Conf. on the Structural Design of Asphalt Pavements, 553–569. Washington, DC: Transportation Research Board.
García, A. 2012. “Self-healing of open cracks in asphalt mastic.” Fuel 93 (1): 264–272. https://doi.org/10.1016/j.fuel.2011.09.009.
Hou, Y., L. B. Wang, and T. Pauli. 2015. “Investigation of the asphalt self-healing mechanism using a phase-field model.” J. Mater. Civ. Eng. 27 (3): 04014118. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001047.
Kim, Y. R., D. N. Little, and R. L. Lytton. 2002. “Use of dynamic mechanical analysis (DMA) to evaluate the fatigue and healing potential of asphalt binders in sand asphalt mixtures.” J. Assoc. Asphalt Paving Technol. 71: 176–199.
Kim, Y. R., D. N. Little, and R. L. Lytton. 2003. “Fatigue and healing characterization of asphalt mixtures.” J. Mater. Civ. Eng. 15 (1): 75–83. https://doi.org/10.1061/(ASCE)0899-1561(2003)15:1(75).
People’s Communications Press. 2017. Technical specification for construction of highway asphalt pavements. [In Chinese.] JTG F40. Beijing: People’s Communications Press.
Rowe, G. M., and M. G. Bouldin. 2000. “Improved techniques to evaluate the fatigue resistance of asphaltic mixtures.” In Proc., 2nd Eurasphalt and Eurobitume Congress, 754–763. Barcelona, Spain: European Asphalt Pavement Association.
Santagata, E., O. Baglieri, and D. Dalmazzo. 2009. “Rheological and chemical investigation on the damage and healing properties of bituminous binders.” J. Assoc. Asphalt Paving Technol. 78: 567–596.
Sun, D., J. Hu, and X. Zhu. 2015. “Size optimization and self-healing evaluation of microcapsules in asphalt binder.” Colloid. Polym. Sci. 293 (12): 3505–3516. https://doi.org/10.1007/s00396-015-3721-6.
Sun, D., B. Li, F. Ye, X. Zhu, T. Lu, and Y. Tian. 2018. “Fatigue behavior of microcapsule-induced self-healing asphalt concrete.” J. Cleaner Prod. 188 (Jul): 466–476. https://doi.org/10.1016/j.jclepro.2018.03.281.
Sun, D., F. Yu, L. Li, T. Lin, and X. Y. Zhu. 2017. “Effect of chemical composition and structure of asphalt binders on self-healing.” Constr. Build. Mater. 133 (Feb): 495–501. https://doi.org/10.1016/j.conbuildmat.2016.12.082.
Sun, D. Q., F. L. Liu, T. B. Lin, et al. 2016. “Fatigue life evaluation method and prediction equation for asphalt mortars.” [In Chinese.] J. Build. Mater. 19 (1): 100–104.
Williams, D., D. N. Little, and R. L. Lytton. 2001. Microdamage healing in asphalt and asphalt concrete; volume II: Laboratory and field testing to assess and evaluate microdamage and microdamage healing. Washington, DC: Federal Highway Administration.
Wool, R. P., and K. M. O’Connor. 1981. “A theory of crack healing in polymers.” J. Appl. Phys. 52 (10): 5953–5963. https://doi.org/10.1063/1.328526.
Zhu, X. Y., Y. S. Cai, S. Zhong, J. Zhu, and H. Zhao. 2017. “Self-healing efficiency of ferrite-filled asphalt-based composites after microwave irradiation.” Constr. Build. Mater. 141 (Jun): 12–22. https://doi.org/10.1016/j.conbuildmat.2017.02.145.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 5May 2020

History

Received: Apr 18, 2019
Accepted: Sep 23, 2019
Published online: Feb 20, 2020
Published in print: May 1, 2020
Discussion open until: Jul 20, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Hao Xiang, Ph.D. [email protected]
Ph.D. Candidate, College of Civil Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China. Email: [email protected]
Liuxiao Chen, Ph.D. [email protected]
Ph.D. Candidate, College of Civil Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China. Email: [email protected]
Wenwu Zhang [email protected]
Director, Dept. of Maintenance, Qilu Transportation Development Group Co., Ltd., Yinfeng Fortune Plaza D Block, No. 1 Long’ao West Rd., Ji’nan, Shandong 250101, China. Email: [email protected]
Director, Dept. of Maintenance, Qilu Transportation Development Group Co., Ltd., Yinfeng Fortune Plaza D Block, No. 1 Long’ao West Rd., Ji’nan, Shandong 250101, China. Email: [email protected]
Zhaoyi He, Ph.D. [email protected]
Professor, College of Civil Engineering, Chongqing Jiaotong Univ., Chongqing 400074, 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

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