TECHNICAL PAPERS
Jun 15, 2004

Stress Predictions for Flexible Pavement Systems

Publication: Journal of Transportation Engineering
Volume 130, Issue 4

Abstract

The present study proposes a method for predicting stresses in pavements under vehicular loadings. The proposed method characterizes each pavement layer by a coefficient of lateral stress, which is similar to the commonly used coefficient of lateral earth pressure (K). Stress predictions found by the proposed method are compared with stress predictions calculated by conventional linear elastic techniques. Each conventional solution is shown to represent a special case of the more global proposed solution. Several instrumented test sections are explored to determine coefficients of lateral stress for common paving materials.

Get full access to this article

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

References

Alpan, I.(1967). “The empirical evaluation of the coefficients Ko and Kor.” Soils Found., 7(1), 31–40.
ASTM. (2001). “Standard practice for classification of soils for engineering purposes (Unified Soil Classification System).” D2487–00, West Conshohocken, Pa.
Boussinesq, J. (1883). Application des potentials a l’etude de l’equilibre et du mouvement des solides elastiques, Gauthier-Villars, Paris.
Boyer, R. E., and Harr, M. E.(1974). “Predicting pavement performance.” J. Transp. Eng. Div., 100(2), 431–442.
Burmister, D. M.(1943a). “The general theory of stresses and displacements in layered systems I.” J. Appl. Phys., 16(2), 89–94.
Burmister, D. M.(1943b). “The general theory of stresses and displacements in layered systems II.” J. Appl. Phys., 16(3), 126–127.
Dunnicliff, J. (1988). Geotechnical instrumentation for monitoring field performance, Wiley, New York.
Harr, M. E. (1977). Mechanics of particulate media, McGraw-Hill, New York.
Harr, M. E. (1987). Reliability-based design in civil engineering, Dover, New York.
Highter, W. H., and Harr, M. E.(1975). “Cumulative deflection and pavement performance.” Transp. Eng. J. ASCE, 101(3), 537–551.
Hildebrande, G. (2002). “Verification of flexible pavement response from a field test.” PhD thesis Cornell University, Ithaca, N.Y.
Odemark, N. (1949). Undersokning av elasticitetegenskaperna hos olika jordarter samt teori for berakning av belagningar eligt elasticitesteorin, Statens Vaginstitute, meddelande 77, Stockholm, Sweden.
Reimbert, M. L., and Reimbert, A. M. (1974). Retaining walls, Transactions Technology Publishing, Bay Village, Ohio.
Ullidtz, P. (1998). Modelling flexible pavement response and performance, Narayana Press, Odder, Denmark.
U.S. Army Corps of Engineers (USACE). (1951). “Homogeneous clayey silt test section.” Technical Memorandum No. 3-323 (Rep. No. 1), Waterways Experiment Station, Vicksburg, Miss.
U.S. Army Corps of Engineers (USACE). (1954). “Homogeneous sand test section.” Technical Memorandum No. 3-323 (Rep. No. 4), Waterways Experiment Station, Vicksburg, Miss.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 130Issue 4July 2004
Pages: 495 - 502

History

Received: Jan 25, 2002
Accepted: Apr 23, 2003
Published online: Jun 15, 2004
Published in print: Jul 2004

Permissions

Request permissions for this article.

Authors

Affiliations

Reed B. Freeman, M.ASCE
Research Civil Engineer, Airfields and Pavements Branch, Geotechnical and Structures Laboratory, U.S. Army Corps of Engineers Research and Development Center, 3909 Halls Ferry Rd., Vicksburg, MS 39180.
Milton E. Harr, M.ASCE
Emeritus Professor, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907.

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