Technical Papers
Aug 17, 2021

Indices-Based Healing Quantification for Bituminous Materials

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 11

Abstract

In the present study, three-point bending tests are carried out using single-edge notched beam specimens of bitumen and mastic to quantify healing. Experiments are conducted at a controlled displacement rate of 1 mm per minute at 15°C. After the crack propagation, samples are given a rest period of 2 h at 10°C to promote healing before retesting them. Two different analysis approaches appealing to linear elastic fracture mechanics and viscoelastic fracture mechanics are compared. In order to perform analysis based on viscoelastic fracture mechanics, the elastic-viscoelastic correspondence principle is used. The amount of healing after the rest period is quantified using various healing indices based on the recovery of stiffness, peak load, fracture toughness, fracture energy, and J-integral. From the analysis performed on bitumen and mastic samples, the study illustrates that the quantum of healing is different when comparing different healing indices. While the stiffness-based healing index demonstrated the healing ability of bitumen, other healing indices used in the study confirmed the higher healing potential of mastic. The healing based on critical value of J-integral shows a distinct difference in the healing of bitumen and mastic. The study emphasizes that the quantification of healing capacity when using different healing indices should be closely linked to its measured conditions.

Get full access to this article

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

Acknowledgments

The experiments presented in this study were carried out at the Road Engineering/Sealing Components Laboratory of EMPA Swiss Federal Laboratories for Material Science and Technology. The authors thank Dr. Moises Bueno for extending the facilities.

References

AASHTO. 2013. Standard method for determining the fracture energy of asphalt mixtures using the Semi Circular Bend geometry (SCB). AASHTO TP 105-13. Washington, DC: AASHTO.
Anderson, D. A., and M. O. Marasteanu. 1999. “Physical hardening of asphalt binders relative to their glass transition temperatures.” Transp. Res. Rec. 1661 (1): 27–34. https://doi.org/10.3141/1661-05.
Arson, C. 2020. “Micro-macro mechanics of damage and healing in rocks.” Open Geomech. 2: 1–41. https://doi.org/10.5802/ogeo.4.
ASTM. 2014. Standard test methods for plane-strain fracture toughness and strain energy release rate of plastic materials. ASTM D5045. West Conshohocken, PA: ASTM.
Baglieri, O., D. Dalmazzo, M. Barazia, H. A. Tabatabaee, and H. U. Bahia. 2012. “Influence of physical hardening on the low-temperature properties of bitumen and asphalt mixtures.” Procedia Social Behav. Sci. 53 (Oct): 504–513. https://doi.org/10.1016/j.sbspro.2012.09.901.
Bayomy, F., M. A. Mull-Aglan, A. A. Abdo, and M. J. Santi. 2006. “Evaluation of hot mix asphalt (HMA) fracture resistance using the critical strain energy release rate.” In Proc., Transportation Research Board 85th Annual Meeting. Washington, DC: Transportation Research Board.
Behzadfar, E., and S. G. Hatzikiriakos. 2014. “Rheology of bitumen: Effects of temperature, pressure, CO2 concentration and shear rate.” Fuel 116 (Jan): 578–587. https://doi.org/10.1016/j.fuel.2013.08.024.
Bhasin, A., D. N. Little, R. Bommavaram, and K. Vasconcelos. 2008. “A framework to quantify the effect of healing in bituminous materials using material properties.” Supplement, Road Mater. Pavement Des. 9 (S1): 219–242. https://doi.org/10.1080/14680629.2008.9690167.
CEN (European Committee for Standardization). 2009. Bitumen and bituminous binders. Specifications for paving grade bitumens. EN 12591. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2010. Bitumen and bituminous binders—Determination of the fracture toughness temperature by a three-point bending test on a notched specimen. CEN/TS 15963. Brussels, Belgium: CEN.
Daniel, J. S., and Y. R. Kim. 2001. “Laboratory evaluation of fatigue damage and healing of asphalt mixtures.” J. Mater. Civ. Eng. 13 (6): 434–440. https://doi.org/10.1061/(ASCE)0899-1561(2001)13:6(434).
Fan, S., H. Wang, H. Zhu, and W. Sun. 2018. “Evaluation of self-healing performance of asphalt concrete for low-temperature fracture using semicircular bending test.” J. Mater. Civ. Eng. 30 (9): 04018218. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002426.
Findley, W. N., and F. A. Davis. 2013. Creep and relaxation of nonlinear viscoelastic materials. Garden City, NY: Dover Publications.
Freeston, J. L., G. Gillespie, S. A. Hesp, M. Paliukaite, and R. Taylor. 2015. “Physical hardening in asphalt.” In Proc., 16th Annual Conf. of the Canadian Technical Asphalt Association (CTAA). Winnipeg, MB: Canadian Technical Asphalt Association.
García, Á. 2012. “Self-healing of open cracks in asphalt mastic.” Fuel 93 (Mar): 264–272. https://doi.org/10.1016/j.fuel.2011.09.009.
Hesp, S. 2004. Development of a fracture mechanics-based asphalt binder test method for low temperature performance prediction.. Washington, DC: IDEA Program, Transportation Research Board, National Research Council.
Hibbitt, H. D., Karlsson, and Sorensen. 2004. Abaqus theory manual version 6. Pawtucket, Rhode Island: Karlsson and Sorensen.
Kuai, H., H. J. Lee, G. Zi, and S. Mun. 2009. “Application of generalized J-integral to crack propagation modeling of asphalt concrete under repeated loading.” Transp. Res. Rec. 2127 (1): 72–81. https://doi.org/10.3141/2127-09.
Li, X., M. O. Marasteanu, A. Kvasnak, J. Bausano, R. C. Williams, and B. Worel. 2010. “Factors study in low-temperature fracture resistance of asphalt concrete.” J. Mater. Civ. Eng. 22 (2): 145–152. https://doi.org/10.1061/(ASCE)0899-1561(2010)22:2(145).
Loy, R. J., F. R. De Hoog, and R. S. Anderssen. 2015. “Interconversion of Prony series for relaxation and creep.” J. Rheol. 59 (5): 1261–1270. https://doi.org/10.1122/1.4929398.
Lu, X., and U. Isacsson. 2000. “Laboratory study on the low temperature physical hardening of conventional and polymer modified bitumens.” Constr. Build. Mater. 14 (2): 79–88. https://doi.org/10.1016/S0950-0618(00)00012-X.
Lv, Q., W. Huang, M. Zheng, G. Hao, C. Yan, and L. Sun. 2020. “Investigating the asphalt binder/mastic bonding healing behavior using bitumen bonding strength test and X-ray Computed Tomography scan.” Constr. Build. Mater. 257 (Oct): 119504. https://doi.org/10.1016/j.conbuildmat.2020.119504.
Mazzoni, G., A. Virgili, and F. Canestrari. 2019. “Influence of different fillers and SBS modified bituminous blends on fatigue, self-healing and thixotropic performance of mastics.” Road Mater. Pavement Des. 20 (3): 656–670. https://doi.org/10.1080/14680629.2017.1417150.
Oucif, C., and L. M. Mauludin. 2018. “Continuum damage-healing and super healing mechanics in brittle materials: A state-of-the-art review.” Appl. Sci. 8 (12): 2350. https://doi.org/10.3390/app8122350.
Qiu, J., M. van de Ven, and A. Molenaar. 2013. “Crack-healing investigation in bituminous materials.” J. Mater. Civ. Eng. 25 (7): 864–870. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000744.
Qiu, Y., H. Ding, A. Rahman, and E. Yang. 2020. “Using combined Avrami-Ozawa method to evaluate low-temperature reversible aging in asphalt binders.” Road Mater. Pavement Des. 21 (1): 78–93. https://doi.org/10.1080/14680629.2018.1479291.
Riara, M., P. Tang, L. Mo, B. Javilla, M. Chen, and S. Wu. 2018. “Systematic evaluation of fracture-based healing indexes of asphalt mixtures.” J. Mater. Civ. Eng. 30 (10): 04018264. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002479.
Salomon, D., and H. Zhai. 2002. “Ranking asphalt binders by activation energy for flow.” J. Appl. Asphalt Binder Technol. 2 (2): 52–60.
Schapery, R. A. 1984. “Correspondence principles and a generalized J-integral for large deformation and fracture analysis of viscoelastic media.” Int. J. Fract. 25 (3): 195–223. https://doi.org/10.1007/BF01140837.
Shan, L., Y. Tan, and Y. R. Kim. 2013. “Establishment of a universal healing evaluation index for asphalt binder.” Constr. Build. Mater. 48 (Nov): 74–79. https://doi.org/10.1016/j.conbuildmat.2013.06.039.
Shen, S., H. M. Chiu, and H. Huang. 2010. “Characterization of fatigue and healing in asphalt binders.” J. Mater. Civ. Eng. 22 (9): 846–852. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000080.
Soenen, H., J. Ekblad, X. Lu, and P. Redelius. 2004. “Isothermal hardening in bitumen and in asphalt mix.” In Proc., Eurasphalt & Eurobitume Congress, 1364–1375. Breukelen, Netherlands: Foundation Eurasphalt.
Son, S., I. M. Said, and I. L. Al-Qadi. 2019. “Fracture properties of asphalt concrete under various displacement conditions and temperatures.” Constr. Build. Mater. 222 (Oct): 332–341. https://doi.org/10.1016/j.conbuildmat.2019.06.161.
Sun, D., T. Lin, X. Zhu, and L. Cao. 2015. “Calculation and evaluation of activation energy as a self-healing indication of asphalt mastic.” Constr. Build. Mater. 95 (Oct): 431–436. https://doi.org/10.1016/j.conbuildmat.2015.07.126.
Togunde, O. P., and S. A. Hesp. 2012. “Physical hardening in asphalt mixtures.” Int. J. Pavement Res. Technol. 5 (1): 46–53.
Velasquez, R., H. Tabatabaee, and H. Bahia. 2011. “Low temperature cracking characterization of asphalt binders by means of the single-edge notch bending (SENB) test.” Proc. Assoc. Asphalt Technol. 80 (1): 583.
Wagoner, M. P., W. G. Buttlar, and G. H. Paulino. 2005. “Development of a single-edge notched beam test for asphalt concrete mixtures.” J. Test. Eval. 33 (6): 452–460. https://doi.org/10.3141/2127-13.
Wang, L., M. Shan, C. Chang, and X. Zhou. 2020. “The macro-and meso-cracking characteristics of warm mix crumb rubber asphalt mastics before and after aging.” Constr. Build. Mater. 262 (Nov): 120724. https://doi.org/10.1016/j.conbuildmat.2020.120724.
Zofka, A., and A. Braham. 2009. “Comparison of low-temperature field performance and laboratory testing of 10 test sections in the Midwestern United States.” Transp. Res. Rec. 2127 (1): 107–114. https://doi.org/10.3141/2127-13.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 11November 2021

History

Received: Dec 4, 2020
Accepted: Mar 8, 2021
Published online: Aug 17, 2021
Published in print: Nov 1, 2021
Discussion open until: Jan 17, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Research Student, Dept. of Civil and Architectural Engineering, Kungliga Tekniska Högskolan Royal Institute of Technology, Stockholm 10044, Sweden (corresponding author). ORCID: https://orcid.org/0000-0002-9013-1340. Email: [email protected]
Romain Balieu [email protected]
Docent, Dept. of Civil and Architectural Engineering, Kungliga Tekniska Högskolan Royal Institute of Technology, Stockholm 10044, Sweden. Email: [email protected]
Nicole Kringos [email protected]
Professor, Dept. of Civil and Architectural Engineering, Kungliga Tekniska Högskolan Royal Institute of Technology, Stockholm 10044, Sweden. 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

  • Low-Temperature Crack Resistance of Basalt Fiber-Reinforced Phase-Change Asphalt Mixture Based on Digital-Image Correlation Technology, Journal of Materials in Civil Engineering, 10.1061/JMCEE7.MTENG-15265, 35, 6, (2023).
  • A state-of-the-art review on self-healing in asphalt materials: Mechanical testing and analysis approaches, Construction and Building Materials, 10.1016/j.conbuildmat.2021.125197, 310, (125197), (2021).

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