TECHNICAL PAPERS
Apr 18, 2011

Microstructure-Based Inherent Anisotropy of Asphalt Mixtures

Publication: Journal of Materials in Civil Engineering
Volume 23, Issue 10

Abstract

Asphalt mixtures have been demonstrated to be anisotropic materials in both laboratory and field tests. The anisotropy of asphalt mixtures consists of inherent anisotropy and stress-induced anisotropy. In previous work, the inherent anisotropy of asphalt mixtures was quantified by using only the inclination angles of the coarse aggregate particles in the asphalt mixtures. However, the inclination of fine aggregates also has a contribution to the inherent anisotropy. Moreover, the contribution to the inherent anisotropy of each aggregate may not be the same as in the previous work but will depend on the size, orientation, and sphericity of the aggregate particle. This paper quantifies the internal microstructure of the aggregates in asphalt mixtures by using an aggregate-related geometric parameter, the vector magnitude. The original formulation of the vector magnitude, which addresses only the orientation of coarse aggregates, is modified to account for not only the coarse aggregate orientation, but also the size, orientation, and sphericity of coarse and fine aggregates. This formulation is applied to cylindrical lab-mixed lab-compacted asphalt mixture specimens varying in asphalt binder type, air void content, and aging period. The vertical modulus and the horizontal modulus are also measured by using nondestructive tests. A relationship between the modified vector magnitude and the modulus ratio of the vertical modulus to the horizontal modulus is developed to quantify the influence of the inherent microstructure of the aggregates on the anisotropy of the mixtures. The modulus ratio is found to depend solely on the aggregate characteristics including the inclination angle, size, and sphericity, and it is independent of the asphalt binder type, air void content, and aging period. The inclination angle, itself, proves to be insufficient to quantify the inherent anisotropy of the asphalt mixtures.

Get full access to this article

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

References

Adu-Osei, A. (2000). “Characterization of unbound granular layers in flexible pavements.” Ph.D. dissertation, Texas A&M Univ., College Station, TX.
Cowin, S. C. (1985). “The relationship between the elasticity tensor and the fabric tensor.” Mech. Mater., 4(2), 137–147.
Curray, J. R. (1956). “Analysis of two-dimensional orientation data.” J. Geol., 64(2), 117–131.
Dafalias, Y. F., Papadimitriou, A. G., and Li, X. S. (2004). “Sand plasticity model accounting for inherent fabric anisotropy.” J. Eng. Mech., 130(11), 1319–1333.
Dessouky, S., et al. (2006). “Mechanistic modeling of permanent deformation in asphalt mixes with the effect of aggregate characteristics.” J. Assoc. Asphalt Paving Technol., 75, 535–576.
Houque, E., and Tatsuoka, F. (1998). “Anisotropy in elastic deformation of granular materials.” Soils Found.38(1), 163–179.
Image-Pro Plus Version 4.1. [Computer software]. Media Cybernetics. Georgia, MD.
Jones, D. R. (1993). “SHRP Materials Reference Library: Asphalt cements: A concise data compilation.” 〈http://pubsindex.trb.org/view.aspx?id=379976〉 (May 06, 2009).
Kim, S. H., Little, D., and Masad, E. (2005). “Simple methods to estimate inherent and stress-induced anisotropy of aggregate base.” Transportation Research Record 1913, Transportation Research Board, Washington, DC, 24–31.
Lashkari, A., and Latifi, M. (2007). “A simple plasticity model for prediction of non-coaxial flow of sand.” Mech. Res. Commun., 34(2), 191–200.
Levenberg, E., and Uzan, J. (2004). “Triaxial small-strain viscoelastic-viscoplastic modeling of asphalt aggregate mixes.” Mech. Time-Depend. Mater., 8(4), 365–384.
Li, X., and Dafalias, Y. F. (2002). “Constitutive modeling of inherently anisotropic sand behavior.” J. Geotech. Geoenviron. Eng., 128(10), 868–880.
Loukidis, D., and Salgado, R. (2009). “Modeling sand response using two-surface plasticity.” Comput. Geotech., 36(1–2), 166–186.
Luo, R., and Lytton, R. L. (2010a). “Characterization of engineered properties of asphalt mixtures.” Proc., Fundamental Properties and Advanced Models, Expert Task Group, Federal Highway Administration, Washington, DC, 〈http://www.asphaltmodelsetg.org/Irv_Lytton%20&%20Luo_Engineered%20Materials_02262010.pdf〉.
Luo, R., and Lytton, R. L. (2010b). “Characterization of the tensile viscoelastic properties of an undamaged asphalt mixture.” J. Transp. Eng., 136(3), 173–180.
Lytton, R. L., Luo, R., Zhang, Y., Luo, X., and Koohi, Y. (2010). “Characterization of engineered properties of asphalt mixtures as inputs to panda.” Proc., Fundamental Properties and Advanced Models, Expert Task Group, Federal Highway Administration, Washington, DC, 〈http://www.asphaltmodelsetg.org/day%202_%20Mad/M_Testing%20to%20Charaterize%20Engineering%20Properties%20for%20PANDA.pdf〉.
Mamlouk, M. S., Witczak, M. W., Kaloush, K. E., and Ho, Y. S. (2002). “Effect of anisotropy on compressive and tensile properties of asphalt mixtures.” J. Test. Eval., 30(5), 432–438.
Masad, E., and Button, J. W. (2004). “Implications of experimental measurements and analyses of the internal structure of hot-mix asphalt.” Transportation Research Record 1891, Transportation Research Board, Washington, DC, 212–220.
Masad, E., Tashman, L., Little, D., and Zbib, H. (2005). “Viscoplastic modeling of asphalt mixes with the effects of anisotropy, damage and aggregate characteristics.” Mech. Mater., 37(12), 1242–1256.
Masad, E., Tashman, L., Somedavan, N., and Little, D. (2002). “Micromechanics-based analysis of stiffness anisotropy in asphalt mixtures.” J. Mater. Civ. Eng., 14(5), 374–383.
Motola, Y., and Uzan, J. (2007). “Anisotropy of field-compacted asphalt concrete material.” J. Test. Eval., 35(1), 103–105.
Oda, M. (1993). “Inherent and induced anisotropy in plasticity theory of granular soils.” Mech. Mater., 16(1–2), 35–45.
Oda, M., and Nakayama, H. (1989). “Yield function for soil with anisotropic fabric.” J. Eng. Mech., 115(1), 89–104.
Oh, J., Lytton, R. L., and Fernando, E. G. (2006). “Modeling of pavement response using nonlinear cross-anisotropy approach.” J. Transp. Eng., 132(6), 458–468.
Ramos-Aparicio, S. I. (2004). “Study of the asphalt pavement damage through nondestructive testing on overweight truck routes.” M.Sc. dissertation, Texas A&M Univ., College Station, TX.
Saadeh, S., Masad, E., and Little, D. (2007). “Characterization of asphalt mix response under repeated loading using anisotropic nonlinear viscoelastic-viscoplastic model.” J. Mater. Civ. Eng., 19(10), 912–924.
Schapery, R. A. (1965). “A method of viscoelastic stress analysis using elastic solutions.” J. Franklin Inst., 279(4), 268–289.
Tashman, L., Masad, E., Little, D., and Zbib, H. (2005). “A microstructure-based viscoplastic model for asphalt concrete.” Int. J. Plast., 21(9), 1659–1685.
Tashman, L., Masad, E., Zbib, H., Little, D., and Kaloush, K. (2004). “Anisotropic viscoplastic continuum damage model for asphalt mixes.” Proc., Recent Advances in Materials Characterization and Modeling of Pavement Systems (GSP 123), ASCE, New York, 111–125.
Texas DOT (TxDOT). (2004). “Standard specifications for construction and maintenance of highways, streets, and bridges.” Austin, TX, 〈ftp://ftp.dot.state.tx.us/pub/txdot-info/des/specs/specbook.pdf〉.
Texas DOT (TxDOT). (2008). “Test procedure for design of bituminous mixtures.” Tex-204-F, Austin, TX, 〈ftp://ftp.dot.state.tx.us/pub/txdot-info/cst/TMS/200-F_series/pdfs/bit204.pdf〉.
Tobita, Y., and Yanagisawa, E. (1992). “Modified stress tensors for anisotropic behavior of granular materials.” Soils Found., 32(1), 85–99.
Underwood, S., Heidari, A., Guddati, M., and Kim, Y. (2005). “Experimental investigation of anisotropy in asphalt concrete.” Transportation Research Record 1929, Transportation Research Board, Washington, DC, 238–247.
Wagoner, M., and Braham, A. (2008). “Anisotropic behavior of hot-mix asphalt at low temperatures.” Transportation Research Record 2057, Transportation Research Board, Washington, DC, 83–88.
Wang, L., Hoyos, L. R., Wang, J., Voyiadjis, G., and Abadie, C. (2005). “Anisotropic properties of asphalt concrete: Characterization and implications for pavement design and analysis.” J. Mater. Civ. Eng., 17(5), 535–543.
Wong, R. K. S., and Arthur, J. R. F. (1985). “Induced and inherent anisotropy in sand.” Geotechnique, 35(4), 471–481.
Yoshimine, M., Ishihara, K., and Vargas, W. (1998). “Effects of principal stress direction and intermediate principal stress on undrained shear behavior of sand.” Soils Found., 38(3), 179–188.
You, Z., and Buttlar, W. G. (2004). “Discrete element modeling to predict the modulus of asphalt concrete mixtures.” J. Mater. Civ. Eng., 16(2), 140–146.
Zhang, Y., Luo, R., and Lytton, R. L. (2009). “Anisotropic viscoelastic properties of undamaged asphalt mixtures.” J. Transp. Eng., (May 30, 2011).

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 23Issue 10October 2011
Pages: 1473 - 1482

History

Received: Dec 28, 2010
Accepted: Apr 15, 2011
Published online: Apr 18, 2011
Published in print: Oct 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Yuqing Zhang [email protected]
Graduate Research Assistant, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3136 TAMU, CE/TTI Building 601C, College Station, TX 77843-3136 (corresponding author. E-mail: [email protected]
Rong Luo, Ph.D., M.ASCE [email protected]
P.E.
Associate Research Engineer, Texas Transportation Institute, Texas A&M Univ. System, 3135 TAMU, CE/TTI Building 503B, College Station, TX 77843-3135. E-mail: [email protected]
Robert L. Lytton, Ph.D., F.ASCE [email protected]
P.E.
Professor, Fred J. Benson Chair, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3136 TAMU, CE/TTI Building 503A, College Station, TX 77843-3136. 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