TECHNICAL NOTES
May 1, 1997

Triaxial Determination of Shear Strength of Tire Chips

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 123, Issue 5

Abstract

Triaxial compression tests following stress paths of constant σ1 were conducted to determine the shear strength of five processed scrap tire products having different gradations and particle shapes. The interparticle frictional component was separated from the total shear strength according to the energy correction concept proposed by researchers. The experimental results show that all five tire chip products have ultimate internal friction angles of 45° to over 60°. The interparticle frictional component of the strength was fully mobilized and nearly reached a constant value after approximately 5% axial strain. The experimental results confirmed that the strength parameter obtained with constant σ1 was more reasonable. This finding is supported by field observation in which the tire chips have an angle of repose ranging from 37° to 43° (loosely stock piled) and up to 85° (compacted). The engineering applications of the experimental results are discussed.

Get full access to this article

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

References

1.
Ahmed, I. (1993). Laboratory study on properties of rubber-soils. Joint Hwy. Res., Indiana Dept. of Transpt.-Dept. of Civ. Engrg., Purdue Univ., West Lafayette, Ind.
2.
Benda, C. C. (1995). “Engineering properties of scrap tires used in geotechnical applications.”Rep. 95-1, Mat. and Res. Div., Vermont Agency of Transp., Montpelier, Vt.
3.
Bishop, A. W., and Henkel, D. J. (1957). The measurement of soil properties in the triaxial test. Edward Arnold, Ltd., London, England.
4.
Eaton, R. A., Roberts, R. J., and Humphrey, D. N. (1994). “Gravel road test sections insulated with scrap tire chips.”Spec. Rep. 94-21, U.S. Army Corps of Engineers Cold Regions Research and Engineering Laboratory, Hanover, N.H.
5.
Epps, J. A. (1994). NCHRP synthesis of highway practice 198: uses of recycled rubber tires in highways. Nat. Res. Council, Transp. Res. Board, Washington, D.C.
6.
Humphrey, D. N., and Manion, W. P. (1992). “Properties of tire chips as lightweight fill.”Grouting, soil improvement and geosynthetics, R. H. Borden, et al., eds., Vol. 2, ASCE, New York, N.Y., 1344–1355.
7.
Humphrey, D. N., Sanford, T. C., Cribbs, M. M., and Manion, W. P. (1993). “Shear strength and compressibility of tire chips for use as retaining wall backfill.”Transp. Res. Rec. 1422, National Research Council, Transp. Res. Board, Washington, D.C., 29–35.
8.
Lambe, T. W.(1964). “Methods of estimating settlements.”J. Geotech. Engrg. Div., ASCE, 90(5), 47–74.
9.
Rowe, P. W. (1962). “The stress dilatency relations for static equilibrium of an assembly of particles in contact.”Proc., Royal Soc., London, England, Ser. A, 269.
10.
Standard specifications for transportation materials and methods of sampling and testing, Part II: methods of sampling and testing, 16th Ed. (1993). Am. Assn. of State Hwy. and Transp. Officials (AASHTO), Washington, D.C.
11.
Taylor, D. W. (1948). Fundamentals of soil mechanics. John Wiley & Sons, Inc., New York, N.Y., 345–347.
12.
University of Wisconsin-Madison (1995). “Use of scrap tires in civil and environmental construction.”Envir. Geotechnics Rep. No. 95-2, (Selected Publications from the University of Wisconsin-Madison), Madison, Wis.
13.
Winters, P. (1991). “Use of tire chips in a highway embankment.”Res. update U91-5, Vermont Agency of Transp., Montpelier, Vt.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 123Issue 5May 1997
Pages: 479 - 482

History

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

Permissions

Request permissions for this article.

Authors

Affiliations

Wei Y. Wu, P.E., Associate Member, ASCE
Geotech. Engr., Mat. and Res. Div., Vermont Agency of Transp., Montpelier, VT 05633.
Christopher C. Benda, P.E.
Soil and Found. Engr., Mat. and Res. Div., Vermont Agency of Transp., Montpelier, VT.
Robert F. Cauley, P.E., Member, ASCE
Mat. and Res. Engr., Vermont Agency of Transp., Montpelier, VT.

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