TECHNICAL PAPERS
Jun 1, 1983

Anchored Bulkheads with Sloping Dredge Lines

Publication: Journal of Geotechnical Engineering
Volume 109, Issue 6

Abstract

Tests were conducted to determine the effect of a sloping dredge line on passive earth resistance in front of a bulkhead and bending moments in sheet piling. Results are interpreted relative to moment reduction procedures in current use.

Get full access to this article

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

References

1.
Bransby, P., and Smith, I., “Side Friction in Model Retaining‐Wall Experiments,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 101, No. GT7, July, 1975, pp. 615–632.
2.
Caquot, A., and Kerizel, J., “Tables for the Calculation of Passive Pressure, Active Pressure and Bearing Capacity of Foundations,” (rev. trans. by Ministry of Works, Chief Scientific Adviser's Division, London), Gauthier‐Villars, Paris, 1948.
3.
Cornforth, D. H., “Prediction of Drained Strength of Sands from Relative Density Measurements. Evaluation of Relative Density and Its Role in Geotechnical Projects Involving Cohesionless Soils,” ASTM STP 523, American Society for Testing and Materials, 1973, pp. 281–303.
4.
Rowe, P., “Anchored Sheet Pile Walls,” Proceedings, Institution of Civil Engineers, London, Vol. 1, Pt. 1, 1952, pp. 27–70.
5.
Terzaghi, K., Theoretical Soil Mechanics, John Wiley and Sons, Inc., New York, N.Y., 1943.
6.
Terzaghi, K., “Anchored Bulkheads,” Transactions, ASCE, Vol. 119, 1954, pp. 243–1280 (with discussion, pp. 1281–1323).
7.
Tschebotarioff, G., Foundations, Retaining and Earth Structures, McGraw‐Hill Book, Co., New York, N.Y., 1973.

Information & Authors

Information

Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 109Issue 6June 1983
Pages: 845 - 851

History

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

Permissions

Request permissions for this article.

Authors

Affiliations

W. L. Schroeder, M. ASCE
Prof., Civ. Engrg., Oregon State Univ., Corvallis, Oreg. 97331
Philippe Roumillac
Grad. Asst., Civ. Engrg., Oregon State Univ., Corvallis, Oreg. 97331

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