Technical Papers
Mar 27, 2020

Relationship between Rheological Properties of RAP Binders and Cohesive Surface Free Energy

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 6

Abstract

The performance of conventional or reclaimed asphalt pavement (RAP) mixes depends on the properties of the virgin and RAP binders. The fundamental characteristics of different materials often are used to explain the mechanical performance. Surface free energy (SFE) is one such property that can be considered to explain the fracture and rutting performance and moisture damage resistance of bituminous binders and mixes. The correlation between different rheological properties of binders (virgin as well as RAP blends) and the SFE, determined by the sessile drop technique, was explored in this study. Two commonly used virgin binders and different virgin–RAP binder blends (prepared by varying the RAP content in the blend) were evaluated. Penetration, softening point, viscosity, Superpave rutting and fatigue parameters, multiple stress creep and recovery (MSCR), and linear amplitude sweep (LAS) test parameters of the binders were measured and correlated with SFE. Total cohesive surface free energy of the binders was found to correlate well with (1) cohesive/stiffness properties of the virgin and RAP binders represented by penetration, softening point, and G* (complex shear modulus); (2) the viscoelastic response indicated by phase angle and percentage strain recovered; (3) rutting resistance, represented by the Superpave rutting parameter (G*/sinδ) (where δ is phase angle) and non-recoverable compliance measured in the MSCR test; and (4) fatigue performance indicators such as the Superpave fatigue parameter (G*sinδ) and the fatigue life estimated from LAS test. The study clearly established the correlation between SFE and the mechanical parameters evaluated in the study and indicates the need to conduct a more-detailed and exhaustive experimental program to develop generalized relationships applicable to a wider range of binders than considered in this study. The fact that a single binder parameter measured by a simple method can explain multiple aspects of performance is a promising prospect.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors express their gratitude to Prof. S. Dasgupta of the Department of Chemical Engineering, IIT, Kharagpur, for providing the facility to measure contact angles.

References

AASHTO. 2014. Estimating damage tolerance of asphalt binders using the linear amplitude sweep. AASHTO TP101. Washington, DC: AASHTO.
Andersen, S. I., and K. S. Birdi. 1991. “Aggregation of asphaltenes as determined by calorimetry.” J. Coll. Interface Sci. 142 (2): 497–502. https://doi.org/10.1016/0021-9797(91)90079-N.
ASTM. 2015. Standard test method for multiple stress creep and recovery (MSCR) of asphalt binder using a dynamic shear rheometer. ASTM D7405. West Conshohocken, PA: ASTM.
Azarhoosh, A. R., F. Moghadas Nejad, and A. Khodaii. 2016. “Using the surface free energy method to evaluate the effects of nanomaterial on the fatigue life of hot mix asphalt.” J. Mater. Civ. Eng. 28 (10): 04016098. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001614.
Azarhoosh, A. R., F. Moghadas Nejad, and A. Khodaii. 2017. “The influence of cohesion and adhesion parameters on the fatigue life of hot mix asphalt.” J. Adhes. 93 (13): 1048–1067. https://doi.org/10.1080/00218464.2016.1201656.
Bhasin, A. 2006. Development of methods to quantify bitumen-aggregate adhesion and loss of adhesion due to water. College Station, TX: A&M Univ.
BIS (Bureau of Indian Standards). 1963a. Methods of test for aggregates for concrete, Part I Particle shape and size. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 1963b. Methods of test for aggregates for concrete, Part III Specific gravity, density, voids, absorption and bulking. New Delhi: BIS.
Cheng, D., D. Little, R. Lytton, and J. Holste. 2002. “Surface energy measurement of asphalt and its application to predicting fatigue and healing in asphalt mixtures.” Transp. Res. Rec. 1810 (1): 44–53. https://doi.org/10.3141/1810-06.
Cong, L., Q. Wang, and L. Cao. 2014. “Rutting resistance ability related to asphalt-aggregate bonding based on surface energy analysis.” In Pavement materials, structures, and performance, 189–199. Reston, VA: ASCE.
Cuadri, A. A., P. Partal, N. Ahmad, J. Grenfell, and G. Airey. 2015. “Chemically modified bitumens with enhanced rheology and adhesion properties to siliceous aggregates.” Constr. Build. Mater. 93 (Sep): 766–774. https://doi.org/10.1016/j.conbuildmat.2015.05.098.
Drelich, J., and J. D. Miller. 1994. “Surface and interfacial tension of the Whiterocks bitumen and its relationship to bitumen release from tar sands during hot water processing.” Fuel 73 (9): 1504–1510. https://doi.org/10.1016/0016-2361(94)90071-X.
Firoozifar, S. H., S. Foroutan, and S. Foroutan. 2011. “The effect of asphaltene on thermal properties of bitumen.” Chem. Eng. Res. Des. 89 (10): 2044–2048. https://doi.org/10.1016/j.cherd.2011.01.025.
Griffin, R. L., W. C. Simpson, and T. K. Miles. 1959. “Influence of composition of paving asphalt on viscosity, viscosity-temperature susceptibility, and durability.” J. Chem. Eng. Data 4 (4): 349–354. https://doi.org/10.1021/je60004a019.
Habal, A., and D. Singh. 2016. “Comparison of Wilhelmy plate and Sessile drop methods to rank moisture damage susceptibility of asphalt–Aggregates combinations.” Constr. Build. Mater. 113 (Jun): 351–358. https://doi.org/10.1016/j.conbuildmat.2016.03.060.
Haji-Akbari, N., P. Masirisuk, M. P. Hoepfner, and H. S. Fogler. 2013. “A unified model for aggregation of asphaltenes.” Energy Fuels 27 (5): 2497–2505. https://doi.org/10.1021/ef4001665.
Hefer, A. W., D. N. Little, and R. L. Lytton. 2005. “A synthesis of theories and mechanisms of bitumen-aggregate adhesion including recent advances in quantifying the effects of water.” J. Assoc. Asphalt Paving Technol. 74 (Mar): 139–195.
IRC (Indian Roads Congress). 2012. Tentative guidelines for the design of flexible pavements. New Delhi, India: IRC.
Kakar, M. R., M. O. Hamzah, M. N. Akhtar, and D. Woodward. 2016. “Surface free energy and moisture susceptibility evaluation of asphalt binders modified with surfactant-based chemical additive.” J. Cleaner Prod. 112 (Jan): 2342–2353. https://doi.org/10.1016/j.jclepro.2015.10.101.
Krüss. 2002. Drop shape analysis software: Liquid database. Hamburg, Germany: Krüss.
Lytton, R. L., C. W. Chen, and D. N. Little. 1998. Microdamage healing in asphalt and asphalt concrete, volume III: A micromechanics fracture and healing model for asphalt concrete. Washington, DC: FHWA.
Maruska, H. P., and B. M. Rao. 1987. “The role of polar species in the aggregation of asphaltenes.” Fuel Sci. Technol. Int. 5 (2): 119–168. https://doi.org/10.1080/08843758708915850.
Moghadas Nejad, F., G. H. Hamedi, and A. R. Azarhoosh. 2012. “Use of surface free energy method to evaluate effect of hydrate lime on moisture damage in hot-mix asphalt.” J. Mater. Civ. Eng. 25 (8): 1119–1126. https://doi.org/10.1061/%28ASCE%29MT.1943-5533.0000650.
MoRTH (Ministry of Road Transport and Highways). 2013. Specifications for road and bridge works, 5th Revision. New Delhi, India: Indian Roads Congress.
Overfield, R. E., E. Y. Sheu, S. K. Sinha, and K. S. Liang. 1989. “SANS study of asphaltene aggregation.” Fuel Sci. Technol. Int. 7 (5–6): 611–624. https://doi.org/10.1080/08843758908962260.
Oyekunle, L. O. 2006. “Certain relationships between chemical composition and properties of petroleum asphalts from different origin.” Oil Gas Sci. Technol. Revue de l’IFP 61 (3): 433–441. https://doi.org/10.2516/ogst:2006043a.
Oyekunle, L. O. 2007. “Influence of chemical composition on the physical characteristics of paving asphalts.” Petrol Sci. Technol. 25 (11): 1401–1414. https://doi.org/10.1080/10916460500528854.
Papirer, E., J. Kuczynski, and B. Siffert. 1985. “Surface properties of heavy petroleum distillation residues.” Fuel 64 (2): 283–285. https://doi.org/10.1016/0016-2361(85)90232-7.
Pauli, A. T., W. Grimes, S. C. Huang, and R. E. Robertson. 2003. “Surface energy studies of asphalts by AFM.” Preprints-Am. Chem. Soc. Div. Fuel Chem 48 (1): 14–18.
Petersen, J. C. 1986. “Quantitative functional group analysis of asphalts using differential infrared spectrometry and selective chemical reactions—Theory and application.” Transp. Res. Rec. 1096 (1): 1–11.
Petersen, J. C. 2000. “Chemical composition of asphalt as related to asphalt durability.” Dev. Petrol. Sci. 40 (Jan): 363–399.
Ramya Sri, M., and K. Sudhakar Reddy. 2018. “An investigation on the relationship between FTIR indices and surface free energy of RAP binders.” Road Mater. Pavement Des. 1–15. https://doi.org/10.1080/14680629.2018.1552889.
Si, Z. 2001. “Characterization of microdamage and healing of asphalt concrete mixtures.” Ph.D. dissertation, Dept. of Civil Engineering, Texas A&M Univ.
Simpson, W. C., R. L. Griffin, and T. K. Miles. 1961. “Relationship of asphalt properties to chemical constitution.” J. Chem. Eng. Data 6 (3): 426–429. https://doi.org/10.1021/je00103a029.
Wasiuddin, N. M., C. M. Fogle, M. M. Zaman, and A. O. Edgar. 2007. “Characterization of thermal degradation of liquid amine anti-strip additives in asphalt binders due to RTFO and PAV-aging.” J. Test. Eval. 35 (4): 387–394.
Wei, J., F. Dong, Y. Li, and Y. Zhang. 2014. “Relationship analysis between surface free energy and chemical composition of asphalt binder.” Constr. Build. Mater. 71 (Nov): 116–123. https://doi.org/10.1016/j.conbuildmat.2014.08.024.
Wei, J., and Y. Zhang. 2012. “Application of sessile drop method to determine surface free energy of asphalt and aggregate.” J. Test. Eval. 40 (5): 20120060. https://doi.org/10.1520/JTE20120060.
Wei, J. M., and Y. Z. Zhang. 2010. “Influence of aging on surface free energy of asphalt binder.” Int. J. Pavement Res. Technol. 3 (6): 343–351.
Zhao, P., Y. Ouyang, M. Xu, L. Yang, and Y. Ouyang. 2017. Advanced graphic communications and media technologies. Berlin: Springer.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 6June 2020

History

Received: Dec 1, 2018
Accepted: Nov 18, 2019
Published online: Mar 27, 2020
Published in print: Jun 1, 2020
Discussion open until: Aug 27, 2020

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Authors

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Ramya Sri Mullapudi [email protected]
Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur, West Bengal 721302, India (corresponding author). Email: [email protected]
Kusam Sudhakar Reddy, Aff.M.ASCE
Professor, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur, West Bengal 721302, India.

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