Technical Papers
Aug 1, 2018

Characteristics of Water-Foamed Asphalt Mixture under Multiple Freeze-Thaw Cycles: Laboratory Evaluation

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 11

Abstract

A major concern with the application of water-foamed asphalt mixtures is the possible performance degradation caused by the presence of inclusion water during production. Inclusion water left in the asphalt mixture after compaction affects the performance of the asphalt mixture. The objectives of this study are to investigate the impact of different foaming conditions on the performance of water-foamed asphalt mixtures prepared using oven-dried aggregates, examine the freeze-thaw resistance of water-foamed asphalt mixtures, and assess the water-foamed asphalt mixture damage level after multiple freeze-thaw cycles through an ultrasonic direct test. The samples for this study were prepared in the laboratory based on the method of Superpave mix design. The control groups were mixed and compacted at 135°C and 148°C, respectively. The water-foamed asphalt binders were prepared at different foaming temperatures, i.e., 120°C and 135°C, and the amount of water agent used in this process was 0.0%–2.0% by mass of asphalt binder. The water-foamed asphalt samples were mixed at various foaming temperatures but compacted at 135°C. Based on the laboratory test results, the foaming temperature and the inclusion water from the foaming process significantly affected the air void and the tensile strength of the asphalt mixture and the void in the mineral aggregate. The freeze-thaw cycle accelerated the destruction of the internal structure of the asphalt mixture and resulted in an increase in porosity and decrease in cohesive strength between the asphalt binder and aggregate. The ultrasonic direct test method was found to be a feasible approach to assessing the potential damage in water-foamed asphalt mixtures.

Get full access to this article

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

Acknowledgments

The authors would like to acknowledge the US National Science Foundation (NSF), which established a research grant through the SusChEM/Collaborative Research program (Award 1300286) that enabled the completion of this study. Any opinions, findings, and conclusions expressed in this material are those of the authors and do not necessarily reflect the views of the NSF.

References

AASHTO. 2013. Standard test method for bulk specific gravity of compacted asphalt mixtures using saturated surface-dry specimens. AASHTO T166-13. Washington, DC: AASHTO.
AASHTO. 2014a. Standard method of test for resistance of compacted asphalt mixtures to moisture-induced damage. AASHTO T283-14. Washington, DC: AASHTO.
AASHTO. 2014b. Theoretical maximum specific gravity and density of hot mix paving mixtures. AASHTO T209-05. Washington, DC: AASHTO.
Ali, A., A. Abbas, M. Nazzal, A. Alhasan, A. Roy, and D. Powers. 2013. “Effect of temperature reduction, foaming water content, and aggregate moisture content on performance of foamed warm mix asphalt.” Constr. Build. Mater. 48 (11): 1058–1066. https://doi.org/10.1016/j.conbuildmat.2013.07.081.
Ameri, M., S. Hesami, and H. Goli. 2013. “Laboratory evaluation of warm mix asphalt mixtures containing electric arc furnace (EAF) steel slag.” Constr. Build. Mater. 49 (12): 611–617. https://doi.org/10.1016/j.conbuildmat.2013.08.034.
ASTM. 2013. Standard test method for indirect tensile (IDT) strength of bituminous mixtures. ASTM D6931. West Conshohocken, PA: ASTM.
Badeli, S., A. Carter, and G. Doré. 2018. “Effect of laboratory compaction on the viscoelastic characteristics of an asphalt mix before and after rapid freeze-thaw cycles.” Cold Reg. Sci. Technol. 146 (2): 98–109. https://doi.org/10.1016/j.coldregions.2017.12.001.
Chadbourn, B., E. Skok Jr., D. Newcomb, B. Crow, and S. Spindler. 1999. The effect of voids in mineral aggregate (VMA) on hot-mix asphalt pavements. St. Paul, MN: Minnesota Dept. of Transportation.
Cheng, Y.-C., P. Zhang, Y.-B. Jiao, Y.-D. Wang, and J.-L. Tao. 2013. “Damage simulation and ultrasonic detection of asphalt mixture under the coupling effects of water-temperature-radiation.” Adv. Mater. Sci. Eng. 2013: 1–9. https://doi.org/10.1155/2013/838943.
Diab, A., and Z. You. 2014. “Rheological characteristics of nano-sized hydrated lime-modified foamed warm mix asphalt.” Pavement Mater. Struct. Perform. 79–89. https://doi.org/10.1061/9780784413418.009.
Dokandari, P. A., and A. Topal. 2015. “Effects of warm mix asphalt additives on aging characteristics of bituminous mixtures.” Periodica Polytech. Civ. Eng. 59 (4): 475–486. https://doi.org/10.3311/PPci.7364.
El-Hakim, M., and S. Tighe. 2014. “Impact of freeze-thaw cycles on mechanical properties of asphalt mixes.” Transp. Res. Rec.: J. Transp. Res. Board 2444: 20–27. https://doi.org/10.3141/2444-03.
Goh, S. W., and Z. You. 2011. “Moisture damage and fatigue cracking of foamed warm mix asphalt using a simple laboratory setup.” In Proc., Transportation and Development Institute Congress 2011: Integrated Transportation and Development for a Better Tomorrow. Reston, VA: ASCE.
Guo, S., Q. Dai, X. Sun, and X. Xiao. 2017. “X-ray CT characterization and fracture simulation of ASR damage of glass particles in alkaline solution and mortar.” Theor. Appl. Fract. Mech. 92 (12): 76–88. https://doi.org/10.1016/j.tafmec.2017.05.014.
Hale, W. M., S. F. Freyne, and B. W. Russell. 2009. “Examining the frost resistance of high performance concrete.” Constr. Build. Mater. 23 (2): 878–888. https://doi.org/10.1016/j.conbuildmat.2008.04.006.
Hasan, M. R. M., and Z. You. 2016. “Ethanol based foamed asphalt as potential alternative for low emission asphalt technology.” J. Traffic Transp. Eng. (English Edition) 3 (2): 116–126. https://doi.org/10.1016/j.jtte.2016.03.001.
Hasan, M. R. M., Z. You, D. Porter, and S. W. Goh. 2015. “Laboratory moisture susceptibility evaluation of WMA under possible field conditions.” Constr. Build. Mater. 101 (11): 57–64. https://doi.org/10.1016/j.conbuildmat.2015.10.004.
Jiang, Z.-Y., J. Ponniah, and G. Cascante. 2006. “Improved ultrasonic pulse velocity technique for bituminous material characterization.” In Proc., Annual Conf. and Exhibition of the Transportation Association of Canada, 1–15. Charlottetown, Canada.
Kheradmand, B., R. Muniandy, L. T. Hua, R. B. Yunus, and A. Solouki. 2012. “An overview of the emerging warm mix asphalt technology.” Int. J. Pavement Eng. 15 (1): 79–94. https://doi.org/10.1080/10298436.2013.839791.
Kim, Y. R., and H. Wen. 2002. “Fracture energy from indirect tension testing.” Asphalt Paving Technol. 71: 779–793.
Lamothe, S., D. Perraton, and H. Di Benedetto. 2016. “Deterioration of HMA partially saturated with water or brine subjected to freeze-thaw cycles.” In Vol. 11 of Proc., 8th RILEM Int. Symp. Testing and Characterization of Sustainable and Innovative Bituminous Materials: RILEM Bookseries, edited by F. Canestrari and M. Partl. Dordrecht, Netherlands: Springer.
Larcher, N., M. Takarli, N. Angellier, C. Petit, and H. Sebbah. 2015. “Towards a viscoelastic mechanical characterization of asphalt materials by ultrasonic measurements.” Mater. Struct. 48 (5): 1377–1388. https://doi.org/10.1617/s11527-013-0240-0.
Liu, K., S. Huang, F. Wang, H. Xie, and X. Lu. 2017. “Energy consumption and utilization rate analysis of automatically snow-melting system in infrastructures by thermal simulation and melting experiments.” Cold Reg. Sci. Technol. 138 (6): 73–83. https://doi.org/10.1016/j.coldregions.2017.03.009.
Liu, Z., A. Sha, M. Xing, and Z. Li. 2015. “Low temperature property and salt releasing characteristics of antifreeze asphalt concrete under static and dynamic conditions.” Cold Reg. Sci. Technol. 114 (6): 9–14. https://doi.org/10.1016/j.coldregions.2015.02.009.
Lv, S., C. Liu, D. Chen, J. Zheng, Z. You, and L. You. 2018a. “Normalization of fatigue characteristics for asphalt mixtures under different stress states.” Constr. Build. Mater. 177 (7): 33–42. https://doi.org/10.1016/j.conbuildmat.2018.05.109.
Lv, S., S. Wang, C. Liu, and X. Wang. 2018b. “Fatigue damage characteristics considering the difference of tensile-compression modulus for asphalt mixture.” J. Test. Eval. 46 (6): 1–14. https://doi.org/10.1520/JTE20170114.
Masad, E., V. Jandhyala, N. Dasgupta, N. Somadevan, and N. Shashidhar. 2002. “Characterization of air void distribution in asphalt mixes using X-ray computed tomography.” J. Mater. Civ. Eng. 14 (2): 122–129. https://doi.org/10.1061/(ASCE)0899-1561(2002)14:2(122).
Newcomb, D. E., E. Arambula, F. Yin, J. Zhang, A. Bhasin, W. Li, and Z. Arega. 2015. Properties of foamed asphalt for warm mix asphalt applications. Washington, DC: Transportation Research Board.
Norambuena-Contreras, J., D. Castro-Fresno, A. Vega-Zamanillo, M. Celaya, and I. Lombillo-Vozmediano. 2010. “Dynamic modulus of asphalt mixture by ultrasonic direct test.” NDT E Int. 43 (7): 629–634. https://doi.org/10.1016/j.ndteint.2010.06.007.
Rodríguez-Alloza, A. M., J. Gallego, and F. Giuliani. 2017. “Complex shear modulus and phase angle of crumb rubber modified binders containing organic warm mix asphalt additives.” Mater. Struct. 50 (1): 77. https://doi.org/10.1617/s11527-016-0950-1.
Sharifipour, M. 2006. “Caractérisation des sols par propagation d’ondes analyse critique de la technique des bender extender elements.” Doctoral thesis, Nantes, France: Univ. of Nantes.
Shu, X., B. Huang, and D. Vukosavljevic. 2008. “Laboratory evaluation of fatigue characteristics of recycled asphalt mixture.” Constr. Build. Mater. 22 (7): 1323–1330. https://doi.org/10.1016/j.conbuildmat.2007.04.019.
Stimilli, A., A. Virgili, F. Canestrari, and H. U. Bahia. 2017. “Estimation of low-temperature performance of recycled asphalt mixtures through relaxation modulus analysis.” Cold Reg. Sci. Technol. 133 (1): 36–45. https://doi.org/10.1016/j.coldregions.2016.10.013.
Tigdemir, M., S. F. Kalyoncuoglu, and U. Y. Kalyoncuoglu. 2004. “Application of ultrasonic method in asphalt concrete testing for fatigue life estimation.” NDT E Int. 37 (8): 597–602. https://doi.org/10.1016/j.ndteint.2004.03.006.
Vaitkus, A., D. Čygas, A. Laurinavičius, V. Vorobjovas, and Z. Perveneckas. 2016. “Influence of warm mix asphalt technology on asphalt physical and mechanical properties.” Constr. Build. Mater. 112 (6): 800–806. https://doi.org/10.1016/j.conbuildmat.2016.02.212.
Wang, L., J. Frost, and N. Shashidhar. 2001. “Microstructure study of WesTrack mixes from X-ray tomography images.” Transp. Res. Rec. 1767: 85–94. https://doi.org/10.3141/1767-11.
Xu, H., W. Guo, and Y. Tan. 2016. “Permeability of asphalt mixtures exposed to freeze-thaw cycles.” Cold Reg. Sci. Technol. 123 (3): 99–106. https://doi.org/10.1016/j.coldregions.2015.12.001.
Xu, S., F. Xiao, S. Amirkhanian, and D. Singh. 2017. “Moisture characteristics of mixtures with warm mix asphalt technologies: A review.” Constr. Build. Mater. 142 (7): 148–161. https://doi.org/10.1016/j.conbuildmat.2017.03.069.
Yan, K., and L. You. 2014. “Investigation of complex modulus of asphalt mastic by artificial neural networks.” IJEMS 21 (4): 445–450.
You, L., K. Yan, Y. Hu, J. Liu, and D. Ge. 2016a. “Spectral element method for dynamic response of transversely isotropic asphalt pavement under impact load.” Road Mater. Pavement Des. 19 (1): 223–238. https://doi.org/10.1080/14680629.2016.1230513.
You, L., K. Yan, Y. Hu, and D. G. Zollinger. 2016b. “Spectral element solution for transversely isotropic elastic multi-layered structures subjected to axisymmetric loading.” Comput. Geotech. 72 (2): 67–73. https://doi.org/10.1016/j.compgeo.2015.11.004.
You, L., Z. You, and K. Yan. 2018a. “Effect of anisotropic characteristics on the mechanical behavior of asphalt concrete overlay.” Front. Struct. Civ. Eng. 1–13. https://doi.org/10.1007/s11709-018-0476-4.
You, L., Z. You, X. Yang, D. Ge, and S. Lv. 2018b. “Laboratory testing of rheological behavior of water-foamed bitumen.” J. Mater. Civ. Eng. 30 (8): 04018153. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002362.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 11November 2018

History

Received: Feb 21, 2018
Accepted: Apr 20, 2018
Published online: Aug 1, 2018
Published in print: Nov 1, 2018
Discussion open until: Jan 1, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Candidate and Research Assistant, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931. ORCID: https://orcid.org/0000-0002-6576-8200. Email: [email protected]
Zhanping You, Ph.D., M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931 (corresponding author). Email: [email protected]
Qingli Dai, Ph.D. [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931. Email: [email protected]
Shuaicheng Guo, Ph.D. [email protected]
Postdoctoral, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931. Email: [email protected]
Jiaqing Wang [email protected]
Ph.D. Student, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931. Email: [email protected]
Meghan Schultz [email protected]
Research Assistant, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931. 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