TECHNICAL PAPERS
Oct 7, 2010

New Unified Viscoelastic Constitutive Equation for Asphalt Binders and Asphalt Aggregate Mixtures

Publication: Journal of Materials in Civil Engineering
Volume 23, Issue 4

Abstract

Constitutive equations for asphalt binders and mixtures are important for predicting pavement performance, characterizing their flow behaviors, and establishing databases. To choose a proper constitutive equation, material characteristics such as single-phase, multiphase, viscous, or viscoelastic fluid must be identified because each phenomena shows its unique equation. Past literature treated rheological behaviors of asphalt binders as a homogeneous single-phase fluid, and asphalt binders were classified differently from those of asphalt concrete mixtures. These generalizations are not always true. This paper presents a classification of material phases and definition of yield stress that are introduced for the first time on a scientific basis. In this classification, constitutive equations for certain modified asphalt binders holding yield stress can be identical to those of asphalt concrete mixtures, when both belong to multiphase fluids. Also, a unique constitutive equation for the linear viscoelastic fluids is proposed to illustrate differentiation from the one of viscous fluids. All constitutive equations suggested here are used in regression analysis of the measured data and their efficacy is proven in excellent curve fittings. Finally, temperature and aggregate concentration effects are added to propose the most versatile multiphase linear viscoelastic constitutive equation.

Get full access to this article

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

Acknowledgments

This study was carried out with the major financial support from the UNSPECIFIEDKorea Institute of Construction and Transportation Technology Evaluation and Planning, a subdivision of the UNSPECIFIEDKorea Ministry of Land Transport and Maritime Affairs, and with partial support from UNSPECIFIEDKorean Small and Medium Business Association. Their generous financial support is deeply appreciated.

References

Bingham, E. (1922). Fluidity and plasticity, McGraw-Hill, New York, 215.
Bird, R. B., Armstrong, R. B., and Hassager, O. (1987). Dynamics of polymeric liquids, 2nd Ed., Vol. 1, Wiley-Interscience, New York, 139–141.
Casson, N. (1959). Rheology of disperse systems, C. C. Mill, ed., Pergamon, London, 84.
Chong, J. S., Christiansen, E. B., and Bear, A. B. (1971). “Rheology of concentrated suspension.” J. Appl. Polym. Sci., 15, 2007.
Cox, W. P., and Mertz, E. H. (1958). “Correlation of dynamic and steady flow viscosities.” J. Polym. Sci., 28, 619–622.
Cross, M. M. (1965). “Rheology of non-Newtonian fluids: a new flow equation for pseudoplastic systems.” J. Colloid Sci., 20, 417–437.
Cross, M. M. (1979). “Relation between viscoelasticity and shear thinning behavior in liquids.” Rheol. Acta, 18(5), 609.
Eilers, H. (1941). “Die viskositat von emulsion hochviskoser stoffe als funktion der kozentration.” Kolloid Z., 97, 313.
Gadala-Maria, F., and Acrivos, A. (1980). “Shear-induced structure in a concentrated suspensions of solid spheres.” J. Rheol., 24(6), 799–814.
Gillespie, T., and Settineri, W. J. (1967). “The effect of capillary liquid on the force of adhesion between spherical solid particles.” J. Colloid Interface Sci., 24, 199–202.
Harvey, J., Guada, I., and Long, F. (2000). “Effects of material properties, specimen geometry, and specimen preparation variables on asphalt concrete tests for rutting.” Proc. Assoc. of Asphalt Paving Technologists, 69, 236–268.
Hershel, W. H., and Bulkley, R. (1926). “Measurement of consistency as applied to rubber-benzene solutions.” Proc. Am. Soc. Test. Mater., 26(2), 621–633.
Huh, J. D., and Jung, T. J. (2008). “A new unified high temperature performance grading equation for modified and unmodified asphalt binders.” Proc. Assoc. of Asphalt Paving Technologists, 77, 909–932.
Huh, J. D., and Nam, Y. K. (1999). “Construction of binder-viscosity data base for asphalt pavements.” KSCE J Civ. Eng., 9(3-4), 629–636.
Maron, S. H., and Pierce, P. E. (1956). “Application of ree-eyring generalized flow theory to suspensions of spherical particles.” J. Colloid Sci., 11, 80–95.
Mehrotra, V. P., and Sastry, V. S. (1980). “Pendular bond strength between unequal-sized spherical particles.” Powder Technol., 25, 203–214.
Mooney, M. (1951). “The viscosity of a concentrated suspension of spherical particles.” J. Colloid Sci., 6, 162.
Otsubo, Y., and Umeya, K. (1984). “Rheological properties of silica suspensions in polyacrylamide solutions.” J. Rheol., 28(2), 95–108.
Rehbinder, P. (1965). “Formation of structures in disperse systems.” Pure Appl. Chem., 10, 337.
Rutgers, I. R. (1962). “Relative Viscosity and Concentrations.” Rheol. Acta, 2, 305–348.
Thomas, D. G. (1965). “Transport characteristics of suspension: VIII. A note on the viscosity of Newtonian suspensions of uniform spherical particles.” J. Colloid Sci., 20, 267–277.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 23Issue 4April 2011
Pages: 473 - 484

History

Received: Dec 21, 2009
Accepted: Oct 5, 2010
Published online: Oct 7, 2010
Published in print: Apr 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Jung Do Huh
Ph.D.
President, Newpave Corp., Incheon, South Korea.
Sung Ho Mun
Ph.D.
Sr. Researcher, Pavement Research Division, Korean Expressway Corporation.
Shin-Che Huang [email protected]
Ph.D.
Lead Engineer, Western Research Institute, WY (corresponding author). E-mail: [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