TECHNICAL NOTES
Sep 1, 1994

Equivalent Diameter of Vertical Drains with an Oblong Cross Section

Publication: Journal of Geotechnical Engineering
Volume 120, Issue 9

Abstract

The availability of wick drains has rapidly led to their replacing conventional sand drains as a means of accelerating the consolidation of soft soils. Wick drains have an oblong shape, but the available theories of radial consolidation have been derived for drains having a circular shape. What is needed to apply these theories to the design of field installations of wick drains is a method of calculating the equivalent diameter of an oblong shape. Previous investigators have suggested several equations for computing the equivalent diameter of wick drains, but they yield different results. The equivalent diameter of oblong drains is determined with an analog field plotter. The results of all methods are reviewed and then compared to published experimental values of equivalent diameters of wick drains. These values were determined from laboratory consolidation tests. Values of equivalent drain diameters backfigured from field data are discussed with respect to the influence of smear.

Get full access to this article

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

References

1.
Barren, R. A. (1948). “The equivalent diameter of the bandshaped drain.” Trans. ASCE, Vol. 113, 718–754.
2.
Fellenius, B. H., and Wager, O. (1977). “Discussion of ‘Theoretical and practical aspects of the behavior of vertical drains with special reference to geodrains.’” Proc., 9th Int. Conf. on Soil Mech. and Found. Engrg., Tokyo, Vol. 3, 395–396.
3.
Hannon, J. B. (1986). “Wick drain selection and design.” Transp. Circular No. 309, National Research Council, Washington, D. C., 6–7.
4.
Hansbo, S. (1979). “Consolidation of clay by band‐shaped prefabricated drains.” Ground Engrg., 12(5), 16–25.
5.
Hansbo, S., and Torstensson, B. A. (1977). “Geodrain and other vertical drain behavior.” Proc., 9th Int. Conf. on Soil Mech. and Found. Engrg., Tokyo, Vol. 1, 533–540.
6.
Rixner, J. J., Kraemer, S. R., and Smith, A. D. (1986). “Pref abricated vertical drains, vol. II: summary of research effort.” Federal Hwy. Administration Res. Rep. No. FHWA/RD‐86/169, Washington, D.C.
7.
Scott, R. F. (1963). Principles of soil mechanics. Addison‐Wesley, Reading, Mass., 121–125.
8.
Suits, L. D., Gemme, R. L., and Masi, J. J. (1986). “Effectiveness of prefabricated drains on laboratory consolidation of remolded soils.” Consolidation of soils: testing and evaluation, ASTM STP 892, R. N. Yong and F. C. Townsend, eds., ASTM, Philadelphia, Pa., 663–683.
9.
Taylor, D. W. (1948). Fundamentals of soil mechanics, John Wiley & Sons, Inc., New York, N.Y., 194–198.

Information & Authors

Information

Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 120Issue 9September 1994
Pages: 1625 - 1630

History

Received: Mar 12, 1993
Published online: Sep 1, 1994
Published in print: Sep 1994

Permissions

Request permissions for this article.

Authors

Affiliations

Richard P. Long, Fellow, ASCE
Prof. of Civ. Engrg., Univ. of Connecticut, Storrs, CT 06269‐3037
Alvaro Covo
Asst. Prof., Universidad DE Cartagena, Cartagena, Colombia

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