TECHNICAL PAPERS
Dec 1, 2001

Modeling and Experimental Measurements of Strain Distribution in Asphalt Mixes

Publication: Journal of Transportation Engineering
Volume 127, Issue 6

Abstract

The objective of this study is to experimentally and theoretically estimate the strain distribution in an asphalt binder as it exists in hot mix asphalt (HMA). This is important to evaluate whether the strain magnitudes can cause nonlinear behavior for the binder and HMA. The experimental procedure relies on capturing images of the surface of an HMA specimen during deformation. A computer algorithm is then used to calculate the strain values within an image. Finite-element analysis of the internal structure of HMA is also used to estimate the strain distribution. The results are shown to have good correlation with the experimental measurements. However, due to limitations imposed by the image resolution, the strain distribution is computed within areas that include a combination of binder and fine particles (mastic) rather than the binder phase. Consequently, micromechanics analysis of the mastic is used to calculate the binder strain. The results demonstrate that the binder strain magnitudes could reach high values well into the range of nonlinear behavior of the binder.

Get full access to this article

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

References

1.
ABAQUS finite element package, version 5.8. (1998). Karlsson and Sorrenson, Inc.
2.
Bahia, H. U., Zhai, H., Bonnetti, K., and Kose, S. ( 1999). “Non-linear viscoelastic and fatigue properties of asphalt binders.” J. Assn. of Asphalt Paving Technologists, 68, 1–34.
3.
Bruck, H. A., McNeill, S. R., Sutton, M. A., and Peters, M. A. ( 1989). “Digital image correlation using Newton-Raphson method of partial differential correction.” Experimental Mech., 29, 261–267.
4.
Buttlar, W. G., Bozkurt, D., Al-Khateeb, G. G., and Waldhoff, A. S. ( 1999). “Understanding asphalt mastic behavior through micromechanics.” Transp. Res. Rec. 1681, Transportation Research Board, Washington, D.C., 157–169.
5.
Gibson, R. F. ( 1994). Principles of composite material mechanics, McGraw-Hill, New York.
6.
Horii, H., Takanatsu, K., Inoue, J., and Sasaki, N. ( 1997). “Measurement of displacement field by matching method and observation of strain localization in soft rock.” Proc., Imaging Technol.: Techniques and Civ. Engrg. Applications Conf., S. McNeil and D. Frost, eds., ASCE, Reston, Va., 10–19.
7.
Kose, S., Guler, M., Bahia, H., and Masad, E. ( 2000). “Distribution of strains within binders in HMA using imaging and finite element techniques.” Transp. Res. Rec. 1728, Transportation Research Board, Washington, D.C., 21–27.
8.
Masad, E., Muhunthan, B., Shashidhar, N., and Harman, T. ( 1998). Aggregate orientation and segregation in asphalt concrete, Geotech. Spec. Publ. No. 85, ASCE, Reston, Va., 69–80.
9.
Masad, E., Muhunthan, B., Shashidhar, N., and Harman, T. (1999a). “Internal structure characterization of asphalt concrete using image analysis.”J. Comp. in Civ. Engrg., ASCE, 13(2), 88–95.
10.
Masad, E. A., Muhunthan, B., Shashidhar, N., and Harman, T. ( 1999b). “Effect of compaction procedure on the aggregate structure in asphalt concrete.” Transp. Res. Rec. 1681, Transportation Research Board, Washington, D.C., 179–184.
11.
McNeill, S. R., Peters, W. H., and Sutton, M. ( 1987). “Estimation of stress intensity factor by digital image correlation.” Engrg. Fracture Mech., 28(1), 101–112.
12.
McNeill, S. R., Russel, S. S., and Lansing, M. D. ( 1993). Manual for 2-D sub-pixel digital video image correlation, NASA Marshall Space Flight Ctr., University of Alabama in Huntsville Research Institute, Huntsville, Ala.
13.
Mital, S., Murthy, P. L., and Goldberg, R. K. ( 1996). Micromechanics for particulate reinforced composites, NASA Technical Memorandum 107276, NASA.
14.
Parsi, F., Husband, D. M., Lisk, J. S., Gadala-Maria, F., McNeill, S., and Sutton, M. ( 1990). “Application of digital image processing to the analysis of two-phase materials with spherical inclusions.” Polymer Compos., 11(3), 158–163.
15.
Rothenburg, L., Bogobowicz, A., Haas, R., Jung, F. W., and Kennepohl, G. ( 1992). “Micromechanical modelling of asphalt concrete in connection with pavement rutting problems.” Proc., 7th Int. Conf. on Asphalt Pavements, 230–245.
16.
Sepehr, K., Svec, O. J., Yue, Z. Q., and El Hussein, H. M. ( 1994). “Finite element modelling of asphalt concrete microstructure.” Proc., 3rd Int. Conf. on Comp.-Aided Assessment and Control Localized Damage.
17.
Sutton, M. A., Cheng, M., Peters, W. H., Chao, Y. J., and McNeill, S. P. ( 1986). “Application of an optimized digital correlation method to planar deformation analysis.” Image and Vision Comp., 4, 143–150.
18.
Wang, L. B., Frost, J. D., and Lai, J. S. ( 1999). “Non-invasive measurement of permanent strain field resulting from rutting in asphalt concrete.” Transp. Res. Rec. 1687, Transportation Research Board, Washington, D.C., 85–94.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 127Issue 6December 2001
Pages: 477 - 485

History

Received: Jun 21, 2000
Published online: Dec 1, 2001
Published in print: Dec 2001

Permissions

Request permissions for this article.

Authors

Affiliations

Asst. Prof., Dept. of Civ. and Envir. Engrg., Washington State Univ., Pullman, WA 99164-2910.
Grad. Res. Asst., Dept. of Civ. and Envir. Engrg., Washington State Univ., Pullman, WA 99164-2910.
Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Wisconsin, 1415 Engineering Dr., 2210 Engineering Hall, Madison, WI 53706.
Grad. Res. Asst., Dept. of Civ. and Envir. Engrg., Univ. of Wisconsin, 1415 Engineering Dr., 2210 Engineering Hall, Madison, WI 53706.

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