TECHNICAL PAPERS
Jan 1, 1984

Vibroflotation Compaction at Thermalito Afterbay

Publication: Journal of Geotechnical Engineering
Volume 110, Issue 1

Abstract

A test program using vibroflotation to density silty sands beneath surface day and silt layers is presented. Vibroflotation compaction columns were constructed along the downstream toe of an embankment dam at two locations. At one location, columns were placed through the dam crest. The sands treated contained between 5% and 35% fines. The test program and construction monitoring are described in detail along with the atypical construction procedure used in the program. Comparisons of before and after standard penetration test and cone penetrometer test results generally indicated no improvement after construction. Failure of the method to density the sand is attributed principally to the presence of significant amounts of fines in the sand.

Get full access to this article

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

References

1.
Basore, C. E., and Boitano, J. D., “Sand Densification by Piles and Vibroflotation,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 95, No. SM6, Proc. Paper 6892, Nov., 1969, pp. 1303–1323.
2.
Brown, R. E., “Vibroflotation Compaction of Cohesionless Soils,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 103, No. GT12, Dec., 1977, pp. 1437–1451.
3.
Harder, L. F., Hammond, W. D., Ross, P. S., Kassel, J. W., Motumah, L. K., “Thermalito Afterbay Dam Seismic Evaluation,” Chapter 12 of Supplement to Bulletin 203‐78, The August 1, 1975 Oroville Earthquake Investigations, California Resources Agency, Department of Water Resources, to be published late 1984.
4.
Mitchell, J. D., “In‐place Treatment of Foundation Soils,” Journal of the Soil Mechanics and Foundation Division, ASCE, Vol. 96, No. SM1, 1970, pp. 73–110.
5.
Saito, A., “Characteristics of Penetration Resistance of a Reclaimed Sandy Deposit and Their Change Through Vibratory Compaction,” Soils and Foundations, Vol. 17, No. 4, Dec., 1977, pp. 31–43.
6.
Seed, H. B., “Soil Liquefaction and Cyclic Mobility Evaluation for Level Ground During Earthquakes,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 105, No. GT2, Proc. Paper 14380, Feb., 1979, pp. 201–255.
7.
Seed, H. B., Idriss, I. M., and Arango, I, “Evaluation of Liquefaction Potential Using Field Performance Data,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 109, No. GT3, Mar., 1982.
8.
Tokimatsu, K., and Yoshimi, H., “Field Correlation of Soil Liquefaction With SPT and Grain Size,” Proceedings of the International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St. Louis, Mo., Apr. 26–May 2, 1981.
9.
Webb, D. L., and Hall, R. I., “Effects of Vibroflotation on Clayey Sands,” Journal of the Soil Mechanics and Foundation Division, ASCE, Vol. 95, No. SM6, Proc. Paper 6882, Nov., 1969, pp. 1365–1378.

Information & Authors

Information

Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 110Issue 1January 1984
Pages: 57 - 70

History

Published online: Jan 1, 1984
Published in print: Jan 1984

Permissions

Request permissions for this article.

Authors

Affiliations

Leslie F. Haider, Jr., A. M. ASCE
Assoc. Engr., Dept. of Water Resources, Calif.
William D. Hammond, M. ASCE
Sr. Engr., Dept. of Water Resources, Calif.
Penny S. Ross, A. M. ASCE
Asst. Engr., Dept. of Water Resources, Calif.

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