TECHNICAL NOTES
Apr 1, 1984

Statistical Estimation of Relative Density

Publication: Journal of Geotechnical Engineering
Volume 110, Issue 4

Abstract

A new procedure is proposed to evaluate in situ relative density using SPT values, and to quantify the uncertainty associated with that prediction. The relationship is first developed under laboratory conditions, then corrected for in situ conditions. The relationship is compared with commonly used relationships, namely the Gibbs and Holtz, Bazaraa, and Waterways Experiment Station. The predictability of the proposed relationship is better than the others when the relationships are compared to field measurements where all the relevant information is available. However, the uncertainty associated with all the predictive models is considerable.

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.
Bazaraa, A. R. S. S., “Use of the Standard Penetration Test for Estimating Settlements of Shallow Foundations on Sand,” thesis presented to the University of Illinois, at Urbana, Ill., in 1967, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
3.
Gibbs, H. J., and Holtz, W. G., “Research of Determining the Density of Sand by Spoon Penetration Test,” Proceedings, Fourth International Conference on Soil Mechanics and Foundations Engineering, Vol. 1, 1957, pp. 35–39.
4.
Haldar, A., and Miller, F. J., “Probabilistic Evaluation of Damage Potential in Earthquake‐Induced Liquefaction in a 3‐D Soil Deposit,” Report No. SCEGIT‐82‐101, School of Civil Engineering, Georgia Institute of Technology, Atlanta, Georgia, Mar., 1982.
5.
Haldar, A., and Tang, W. H., “Uncertainty Analysis of Relative Density,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 105, No. GT7, Proc. Paper 14665, July, 1979, pp. 899–904.
6.
Marcuson, W. F., and Bieganousky, W. A., “Laboratory Standard Penetration Tests of Fine Sand,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 103, No. GT6, Proc. Paper 12987, June, 1977, pp. 565–588.
7.
Marcuson, W. F., and Bieganousky, W. A., “SPT and Relative Density in Coarse Sands,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 103, No. GT11, Proc. Paper 13350, Nov., 1977, pp. 1295–1309.
8.
Morreto, O., “Subsoil Exploration for a Bridge Over the Parana River, Argentina,” Geotechnique, Vol. 4, No. 4, 1954, pp. 137–142.
9.
Schmertmann, J. H., discussion of “Standard Penetration Test: Its Uses and Abuses,” by Gordon F. A. Fletcher, Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 92, Sept., 1966, pp. 130–133.
10.
Tokimatsu, K., and Yoshimi, Y., “Field Correlation of Soil Liquefaction with SPT and Grain Size,” Proceedings, International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St. Louis, Mo., Vol. I, May, 1981, pp. 203–208.
11.
Triantafilids, G. E., Discussion—Session I, Proceedings, Fourth Pan‐American Conference on Soil Mechanics and Foundation Engineering, San Juan, Puerto Rico, Vol. 3, 1971, pp. 76–79.
12.
Varaksin, S. V., “Determination of Sand Density Below Groundwater Table,” thesis presented to Northwestern University, Evanston, Ill., in 1970, in partial fulfillment of the requirements for the degree of Master of Science.

Information & Authors

Information

Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 110Issue 4April 1984
Pages: 525 - 530

History

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

Permissions

Request permissions for this article.

Authors

Affiliations

Achintya Haldar, M. ASCE
Asst. Prof., School of Civ. Engrg., Georgia Inst. of Tech., Atlanta, Ga. 30332
Frank J. Miller, A. M. ASCE
Grad. Research Asst., School of Civ. Engrg., Georgia Inst. of Tech., Atlanta, Ga. 30332

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