TECHNICAL NOTES
Jul 1, 1983

Radial versus Parallel Tie Arrays in Earth Backfills

Publication: Journal of Geotechnical Engineering
Volume 109, Issue 7

Abstract

Ties or reinforcements are normally connected to the backside of a retaining wall and extend horizontally into the backfill. This horizontal, parallel array was compared with a radial tie array in which ties radiated in clusters from single points. The latter array simulates the roots of woody plants growing in the frontal interstices of retaining walls and also the action of a ``reticulated root pile'' system of criss-crossing ties or inclusions. The study was carried out using a rigid model retaining wall, dry sand backfill, and natural reed fibers as ties. Reduction in lateral forces or overturning moment against the wall was measured as a function of tie length and attachment at the wall. Test results showed that clusters of radiating ties were equally, if not more effective than horizontal, parallel tie arrays in reducing overturning moments.

Get full access to this article

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

References

1.
Al‐Haussaini, M., and Perry, E. B., “Effect of Horizontal Reinforcement on Stability of Earth Masses,” Technical Report S‐76‐11, U.S. Army Waterways Experiment Station, Vicksburg, Miss., Sept., 1976.
2.
Bassett, R. H., and Last, N. C., “Reinforcing Earth Below Footings and Embankments,” Proceedings, ASCE Symposium on Earth Reinforcement, Pittsburgh, Apr., 1978, pp. 202–231.
3.
Gray, D. H., and Ohashi, H., “Mechanics of Fiber Reinforcement in Sand,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 109, No. 3, Mar., 1983, pp. 335–353.
4.
Gray, D. H., and Leiser, A. T., Biotechnical Slope Protection and Erosion Control, 1st ed., Van Nostrand Reinhold Co., Inc., New York, N.Y., 1982.
5.
Hausmann, M. R., and Lee, K. L., “Rigid Model Wall with Soil Reinforcement,” Proceedings, ASCE Symposium on Earth Reinforcement, Pittsburgh, Apr., 1978, pp. 400–428.
6.
Lizzi, F., and Carnevale, G., “Reticulated Root Pile Structures for In‐Situ Soil Strengthening: Theoretical Aspects and Model Tests,” Proceedings, International Conference on Soil Reinforcement, Vol. II, Paris, Sept., 1979, pp. 317–324.

Information & Authors

Information

Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 109Issue 7July 1983
Pages: 982 - 986

History

Published online: Jul 1, 1983
Published in print: Jul 1983

Permissions

Request permissions for this article.

Authors

Affiliations

Donald H. Gray, A. M. ASCE
Prof. of Civ. Engrg., Univ. of Michigan, Ann Arbor, Mich. 48109
James Lott
Prof. of Civ. Engrg., Univ. of Michigan, Ann Arbor, Mich. 48109
Grad. Research Asst., Univ. of Michigan, Ann Arbor, Mich. 48109

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