TECHNICAL PAPERS
Apr 1, 1997

Design of Highway Embankments Using Tire Chips

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 123, Issue 4

Abstract

This paper describes research undertaken to develop design procedures for using shredded scrap tires as a lightweight fill material in highway construction. The benefits of using scrap tires are particularly enhanced if they can be used to replace virgin construction materials made from nonrenewable resources. This paper addresses the use of tire chips as a highway embankment material. Design parameters for embankments constructed using discarded shredded tires are presented based on laboratory model studies, numerical analyses, and field performance of test fills. The conclusions of this report support the use of tire chips as an environmentally acceptable lightweight fill in highway applications if properly confined. Recommendations for design procedures and construction specifications for the use of tire chips in highway fills are provided.

Get full access to this article

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

References

1.
AASHTO guide for design of pavement structures. (1993). American Association of State Highway and Transportation Officials, Washington, D.C.
2.
ANSYS. (1996). ANSYS Engineering Analysis System, Swanson Analysis Systems, Inc., Houston, Pa.
3.
Asphalt-PASER manual: pavement surface evaluation and rating. (1989). Transportation Information Center, University of Wisconsin, Madison, Wis.
4.
Bosscher, P. J., Edil, T. B., and Eldin, N. N. (1992). “Construction and performance of a shredded waste-tire test embankment.”Transp. Res. Rec. No. 1345, Transportation Research Board, Washington, D.C., 44–52.
5.
Edil, T. B., and Bosscher, P. J. (1992). “Development of engineering criteria for shredded or whole tires in highway applications.”Final Rep. to Wisconsin Dept. of Transp. GT-92-9, Univ. of Wis., Madison, Wis.
6.
Edil, T. B., and Bosscher, P. J.(1994). “Engineering properties of tire chips and soil mixtures.”Geotech. Testing, ASTM, 17(4), 453–464.
7.
Gravel-PASER manual: pavement surface evaluation and rating. (1989). Transportation Information Center, University of Wisconsin, Madison, Wis.
8.
“How to `burn rubber' on a gravel road.”East Washingtonian, Jan. 31, 1996.
9.
Poulos, H. G., and Davis, E. H. (1974). Elastic solutions for soil and rock mechanics. John Wiley & Sons, Inc., New York, N.Y.
10.
“SHRP protocol P-46-Resilient modulus of unbound granular base, subbase materials and subgrade soils.” (1989). SHRP-LTPP laboratory material testing guide, version 1.0, P46-1-34, AASHTO, Washington, D.C.
11.
“Thickness design, asphalt pavements for highways and streets.” (1991). Manual Ser. No. 1, Asphalt Institute, Lexington, Ky.
12.
WisDOT standard specifications for road and bridge construction. (1989). State of Wisconsin Department of Transportation, Madison, Wis.
13.
Witczak, M. W., and Hwang, D. K. (1982). DAMA. Asphalt Institute, Lexington, Ky.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 123Issue 4April 1997
Pages: 295 - 304

History

Published online: Apr 1, 1997
Published in print: Apr 1997

Permissions

Request permissions for this article.

Authors

Affiliations

Peter J. Bosscher
Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Wisconsin-Madison, Madison, WI 53706.
Tuncer B. Edil, Members, ASCE,
Prof., Dept. of Civ. and Envir. Engrg., Univ. of Wisconsin-Madison, Madison, WI.
Senro Kuraoka, Associate Member, ASCE
Asst. Res. Ofcr., Nat. Res. Council Canada, Inst. for Res. in Constr., Ottawa, Canada K1A OR6.

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