TECHNICAL PAPERS
Nov 1, 2005

Effects of Nonuniform Tire Contact Stresses on Pavement Response

Publication: Journal of Transportation Engineering
Volume 131, Issue 11

Abstract

Since the 1960s, a uniform circular vertical contact stress has been used to model the tire/pavement interface in asphalt pavements. Recent experimental measurements show that this assumption cannot be used to model the actual interaction. This study investigated the influence of nonuniform contact stress distribution on the stress distribution and permanent deformation profile in asphalt pavements. A previous study measured the tire contact stresses between the pavement surface and moving pneumatic tires. Material properties of a hot mix asphalt mixture used at WesTrack were obtained from compressive strength tests within the framework of an elastic-viscoplastic constitutive model. A three-dimensional finite element (FE) analysis was performed based on boundary conditions and measured vertical stresses at WesTrack. The tire pressure distribution was dependent on the tire load and significantly influenced the pavement response. The FE analysis based on the elastic-viscoplastic model was able to simulate the measured permanent deformation profiles.

Get full access to this article

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

References

ABAQUS. (2002). ABAQUS user’s manual: Version 6.2, Hibbit, Karlsson, and Sorenson, Pawtucket, R.I.
Blab, R., and Harvey, J. T. (2002). “Modeling measured 3D tire contact stresses in a viscoelastic FE pavement model.” Int. J. Geomech., 2(3), 271–290.
Deacon, J. A., Coplantz, J. S., Tayebali, A. A., and Monismith, C. L. (1994). “Temperature considerations in asphalt-aggregate mixture analysis and design.” Transportation Research Record 1454, Transportation Research Board, Washington, D.C., 97–112.
DeBeer, M. (1996). “Measurement of tyre/pavement interface stresses under moving wheel loads.” Heavy Vehicle Sys., Int. J. Vehicle Des.” 3(1-4), 97–115.
DeBeer, M., and Fisher, C. (1997). “Contact stresses of pneumatic tires measured with the Vehicle-Road Surface Pressure Transducer Array (VRSPTA) system for the University of California at Berkeley (UCB) and the Nevada Automotive Test Center (NATC).” Confidential Contractm Research Rep. CR-97/053, Transportek, Pretoria, South Africa.
Desai, C. S., and Zhang, D. (1986). “Viscoplastic model for geologic materials with generalized flow rule.” Int. J. Numer. Analyt. Meth. Geomech., 11(6), 603–620.
Epps, A., Ahmed, T., Little, D., and Hugo, F. (2000). “Performance prediction with the MMLS3 at WesTrack.” Research Rep. 2134-1, Texas Transportation Institute, College Station, Tex.
Federal Highway Administration (FHWA). (2000). WesTrack database, beta version, Washington, D.C.
Hua, J., and White, T. (2002). “A study of nonlinear tire contact pressure effects on HMA rutting.” Int. J. Geomech., 2(3), 353–376.
Huang, B., Mohammad, L. N., and Rasoulian, M. (2001). “Three-dimensional numerical simulation of asphalt pavement at Louisiana Accelerated Loading Facility.” Transportation Research Record 1764, Transportation Research Board, Washington, D.C., 44–57.
Huber, J. A., and Scherocman, J. A. (1999). “Superpave and WesTrack: Did they perform as expected?” Proc., Canadian Asphalt Association (CD-ROM), Canadian Asphalt Association, Montréal.
Long, F. M. (2001). “Permanent deformation of asphalt concrete pavements: A nonlinear viscoelastic approach to mix analysis and design.” PhD dissertation, Univ. of California at Berkeley, Berkeley, Calif.
Masad, E., Little, D., Tashman, L., Saadeh, S., Al-Rousan, T., and Sukhwani, R. (2003). “Evaluation of aggregate characteristics affecting HMA concrete performance.” Final Rep. of ICAR 203 Project, Aggregate Foundation of Technology, Research, and Education, McLean, Va.
Mitchell, T. (1996). “WesTrack: The road to the solutions,” ⟨http://www.tfhrc.gov/pubrds/fall96/p96au23.htm⟩, accessed 1996.
Novak, M., Birgisson, B., and Roque, R. (2003). “Near-surfaced stress states in flexible pavements using measured radial tire contact stresses and ADINA.” Comput. Struct., 81, 859–870.
Park, D. W. (2004).“Characterization of permanent deformation in asphalt concrete using a laboratory prediction method and an elastic-viscoplastic model.” PhD dissertation, Texas A&M Univ., College Station, Tex.
Perzyna, P. (1966). Fundamental problems in viscoplasticity.” Adv. Appl. Mech., 9, 243–377.
Seibi, A. C., Sharma, M. G., Ali, G. A., and Kenis, W. J. (2001). “Constitutive relations for asphalt concrete under high rates of Loading.” Transportation Research Record 1767, Transportation Research Board, Washington, D.C., 111–119.
Sousa, J. B., and Weissman, S. L. (1994). “Modeling permanent deformation of asphalt-aggregate mixes.” J. Assoc. Asphalt Paving Technologists, 63, 224.
Sousa, J. B. (1994). “Permanent deformation response of asphalt aggregate mixes.” Rep. SHRP-A-415, National Research Council, Washington, D.C.
Tan, W. A., Low, B. H., and Fwa, T. F. (1994). “Behavior of asphalt concrete mixtures in triaxial compression.” J. Test. Eval., 22(3), 195–203.
Tashman, L., Masad, E., Zbib, H., Little, D., and Kaloush, K. (2005). “Microstructural viscoplastic continuum model for permanent deformation of asphalt concrete.” J. Eng. Mech., 131(1) 48–57.
Tsai, B. W., Harvey, J. T., and Monismith, C. L. (2002). “WesTrack fatigue performance prediction using Minor’s law.” Transportation Research Record 1809, Transportation Research Board, Washington, D.C., 137–147.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 131Issue 11November 2005
Pages: 873 - 879

History

Received: Jun 11, 2004
Accepted: Dec 27, 2004
Published online: Nov 1, 2005
Published in print: Nov 2005

Permissions

Request permissions for this article.

Authors

Affiliations

Dae-Wook Park [email protected]
Pavement Engineer, Quality Engineering Solutions, Inc., 2323 W. Joppa Rd., Lutherville, MD 21093. E-mail: [email protected]
Amy Epps Martin, A.M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136. E-mail: [email protected]
Eyad Masad, A.M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, Texas A&M Univ., 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