Technical Papers
Feb 26, 2023

Asphalt Binder Fatigue Life Estimation Based on Energy Principles

Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 5

Abstract

The linear amplitude sweep (LAS) test is considered a useful tool for evaluating the fatigue of asphalt binders. A challenge in the LAS test is that although the strain amplitude sweep test is set to load from 0% to 30%, some high cracking-resistant asphalt binders do not show significant damage level and instead exhibit behavior within the prefailure conditions. To solve this problem, experiments can be performed by increasing the strain to a higher level or change the control mode to stress control. In this study, a 60% strain level control mode is added in addition to the standard 30% strain level control mode. The stress-controlled mode amplitude sweep test was also carried out on nine different PG grade binders at three aging conditions and four temperatures. As the results showed, when using the maximum energy level to calculate fatigue life, Nf60@15% is about 99% of Nf30@15%. The fatigue life calculated based on the energy principle can well unify the results of the stress-controlled test and the strain-controlled test. The fatigue life obtained by the energy principle does not depend on the control mode of testing, which can also reflect the aging and temperature effect on the fatigue performance of asphalt binder. Comparing the fatigue parameter among the fatigue life using the energy criterion, GR-based criterion, and Glover-Rowe (G-R) parameter, the fatigue life calculation method using the energy fatigue criterion can best eliminate the influence of loading history.

Get full access to this article

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

Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

References

AASHTO. 2018a. Standard method of test for estimating damage tolerance of asphalt binders using the linear amplitude sweep. AASHTO TP 101-12. Washington, DC: AASHTO.
AASHTO. 2018b. Standard method of test for estimating damage tolerance of asphalt binders using the linear amplitude sweep. AASHTO TP 101-14. Washington, DC: AASHTO.
AASHTO. 2022. Standard method of test for determining the rheological properties of asphalt binder using a dynamic shear rheometer (DSR). AASHTO T 315. Washington, DC: AASHTO.
Al-Qadi, I. L., M. A. Elseifi, P. J. Yoo, S. H. Dessouky, N. Gibson, T. Harman, J. D’Angelo, and K. Petros. 2008. “Accuracy of current complex modulus selection procedure from vehicular load pulse: NCHRP Project 1-37A mechanistic-empirical pavement design guide.” Transp. Res. Rec. 2087 (1): 81–90. https://doi.org/10.3141/2087-09.
Cardone, F., G. Ferrotti, F. Frigio, and F. Canestrari. 2014. “Influence of polymer modification on asphalt binder dynamic and steady flow viscosities.” Constr. Build. Mater. 71 (Nov): 435–443. https://doi.org/10.1016/j.conbuildmat.2014.08.043.
Chen, H., and H. U. Bahia. 2021. “Modelling effects of aging on asphalt binder fatigue using complex modulus and the LAS test.” Int. J. Fatigue 146 (May): 106150. https://doi.org/10.1016/j.ijfatigue.2021.106150.
Chen, H., and H. U. Bahia. 2022. “Proposed asphalt binder fatigue criteria for various traffic conditions using the LAS or the G-R parameters.” Mater. Struct. 55 (1): 1–12. https://doi.org/10.1617/s11527-022-01883-2.
Chen, H., Y. Zhang, and H. Bahia. 2019. “The role of binders in cracking resistance of mixtures measured with the IFIT procedure.” In Proc., 64th Annual Meeting of the Canadian Technical Asphalt Association. West Kelowna, BC, Canada: Canadian Technical Asphalt Association.
Chen, H., Y. Zhang, and H. U. Bahia. 2021a. “Estimating asphalt binder fatigue at multiple temperatures using a simplified pseudo-strain energy analysis approach in the LAS test.” Constr. Build. Mater. 266 (Jan): 120911. https://doi.org/10.1016/j.conbuildmat.2020.120911.
Chen, H., Y. Zhang, and H. U. Bahia. 2021b. “The role of binders in mixture cracking resistance measured by ideal-CT test.” Int. J. Fatigue 142 (Jan): 105947. https://doi.org/10.1016/j.ijfatigue.2020.105947.
Elkashef, M., R. C. Williams, and E. Cochran. 2018. “Investigation of fatigue and thermal cracking behavior of rejuvenated reclaimed asphalt pavement binders and mixtures.” Int. J. Fatigue 108 (Mar): 90–95. https://doi.org/10.1016/j.ijfatigue.2017.11.013.
Garcia Cucalon, L., G. King, F. Kaseer, E. Arambula-Mercado, A. Epps Martin, T. F. Turner, and C. J. Glover. 2017. “Compatibility of recycled binder blends with recycling agents: Rheological and physicochemical evaluation of rejuvenation and aging processes.” Ind. Eng. Chem. Res. 56 (29): 8375–8384. https://doi.org/10.1021/acs.iecr.7b01657.
Hintz, C., R. Velasquez, C. Johnson, and H. Bahia. 2011. “Modification and validation of linear amplitude sweep test for binder fatigue specification.” Transp. Res. Rec. 2207 (1): 99–106. https://doi.org/10.3141/2207-13.
Im, S., P. Karki, and F. Zhou. 2016. “Development of new mix design method for asphalt mixtures containing RAP and rejuvenators.” Constr. Build. Mater. 115 (Jul): 727–734. https://doi.org/10.1016/j.conbuildmat.2016.04.081.
Khattak, M. J., and G. Y. Baladi. 2001. “Fatigue and permanent deformation models for polymer-modified asphalt mixtures.” Transp. Res. Rec. 1767 (1): 135–145. https://doi.org/10.3141/1767-17.
Mensching, D. J., C. D. Jacques, and J. S. Daniel. 2016. “Applying the Glover-Rowe parameter to evaluate low-temperature performance of hot mix asphalt LTPP sections.” J. Mater. Civ. Eng. 28 (10): 04016096. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001606.
Mensching, D. J., G. M. Rowe, J. S. Daniel, and T. Bennert. 2015. “Exploring low-temperature performance in Black Space.” Supplement, Road Mater. Pavement Des. 16 (S2): 230–253. https://doi.org/10.1080/14680629.2015.1077015.
Micaelo, R., A. Pereira, L. Quaresma, and M. T. Cidade. 2015. “Fatigue resistance of asphalt binders: Assessment of the analysis methods in strain-controlled tests.” Constr. Build. Mater. 98 (Nov): 703–712. https://doi.org/10.1016/j.conbuildmat.2015.08.070.
Norouzi, A., M. Sabouri, and Y. R. Kim. 2014. “Evaluation of the Fatigue Performance of High RAP Asphalt Mixtures.” In Proc., 12th Int. Society for Asphalt Pavements. Raleigh, NC: CRC Press.
Rad, F. Y., M. D. Elwardany, C. Castorena, and Y. R. Kim. 2018. “Evaluation of chemical and rheological aging indices to track oxidative aging of asphalt mixtures.” Transp. Res. Rec. 2672 (28): 349–358. https://doi.org/10.1177/0361198118784138.
Rossi, C. O., A. Spadafora, B. Teltayev, G. Izmailova, Y. Amerbayev, and V. Bortolotti. 2015. “Polymer modified bitumen: Rheological properties and structural characterization.” Colloids Surf., A 480 (Sep): 390–397. https://doi.org/10.1016/j.colsurfa.2015.02.048.
Rowe, G. M., G. King, and M. Anderson. 2014. “The influence of binder rheology on the cracking of asphalt mixes in airport and highway projects.” J. Test. Eval. 42 (5): 1063–1072. https://doi.org/10.1520/JTE20130245.
Sabouri, M., and Y. R. Kim. 2014. “Development of a failure criterion for asphalt mixtures under different modes of fatigue loading.” Transp. Res. Rec. 2447 (1): 117–125. https://doi.org/10.3141/2447-13.
Safaei, F., and C. Castorena. 2016. “Temperature effects of linear amplitude sweep testing and analysis.” Transp. Res. Rec. 2574 (1): 92–100. https://doi.org/10.3141/2574-10.
Subhy, A., G. M. Pires, D. L. Presti, and G. Airey. 2018. “The effects of laboratory ageing on rheological and fracture characteristics of different rubberised bitumens.” Constr. Build. Mater. 180 (Aug): 188–198. https://doi.org/10.1016/j.conbuildmat.2018.05.273.
Wang, C., C. Castorena, J. Zhang, and Y. Richard Kim. 2015. “Unified failure criterion for asphalt binder under cyclic fatigue loading.” Supplement, Road Mater. Pavement Des. 16 (S2): 125–148. https://doi.org/10.1080/14680629.2015.1077010.
Wang, C., C. Castrorena, J. Zhang, and Y. Richard Kim. 2017. “Application of time-temperature superposition principle on fatigue failure analysis of asphalt binder.” J. Mater. Civ. Eng. 29 (1): 04016194. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001730.
Xia, T., J. Xu, T. Huang, J. He, Y. Zhang, J. Guo, and Y. Li. 2016. “Viscoelastic phase behavior in SBS modified bitumen studied by morphology evolution and viscoelasticity change.” Constr. Build. Mater. 105 (Feb): 589–594. https://doi.org/10.1016/j.conbuildmat.2015.11.033.
Yildirim, Y. 2007. “Polymer modified asphalt binders.” Constr. Build. Mater. 21 (1): 66–72. https://doi.org/10.1016/j.conbuildmat.2005.07.007.
Zhang, J., M. Sabouri, M. N. Guddati, and Y. R. Kim. 2013. “Development of a failure criterion for asphalt mixtures under fatigue loading.” Supplement, Road Mater. Pavement Des. 14 (S2): 1–15. https://doi.org/10.1080/14680629.2013.812843.
Zhang, R., J. E. Sias, and E. V. Dave. 2022. “Evaluation of the cracking and aging susceptibility of asphalt mixtures using viscoelastic properties and master curve parameters.” J. Traffic Transp. Eng. 9 (1): 106–119. https://doi.org/10.1016/j.jtte.2020.09.002.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 5May 2023

History

Received: May 18, 2022
Accepted: Aug 26, 2022
Published online: Feb 26, 2023
Published in print: May 1, 2023
Discussion open until: Jul 26, 2023

Permissions

Request permissions for this article.

Authors

Affiliations

Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison, Madison, WI 53706 (corresponding author). ORCID: https://orcid.org/0000-0001-7187-0917. Email: [email protected]
Research Assistant, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695. Email: [email protected]
Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison, Madison, WI 53706. Email: [email protected]
Derun Zhang [email protected]
Associate Professor, School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, Wuhan, Hubei 430074, China. 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.

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