TECHNICAL NOTE
May 1, 1994

Swelling of Black Cotton Soil Using Centrifuge Modeling

Publication: Journal of Geotechnical Engineering
Volume 120, Issue 5

Abstract

Expansive soils, such as black‐cotton soils, create problems for structures built on them due to their high swelling and shrinkage characteristics. In the field, the magnitude of swelling depends on the soil thickness. Swelling experiments were conducted on black‐cotton soil in a geotechnical centrifuge and the results were compared with those obtained from the integration of the results of 1‐g swelling experiments under different surcharge stresses. The agreement between these results has been found to be close.

Get full access to this article

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

References

1.
Holtz, W. G., and Gibbs, H. J. (1956). “Engineering properties of expansive clays.” Trans., ASCE, 121, 641.
2.
Ranganathan, B. V., and Satyanarayana, B. (1965). “A rational method of predicting swelling potential for compacted expansive clays.” Proc., 6th Int. Congress on SMFE, Vol. I, Montreal, Canada, 92.
3.
Seed, H. B., Woodword, R. J. Jr., and Lundgren, R. (1962). “Prediction of swelling potential for compacted clays.” Proc., ASCE, June, 53.

Information & Authors

Information

Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 120Issue 5May 1994
Pages: 914 - 919

History

Received: Jan 27, 1993
Published online: May 1, 1994
Published in print: May 1994

Permissions

Request permissions for this article.

Authors

Affiliations

A. D. Gadre
Proj. Engr., Dept. of Civil Engrg., Indian Institute of Technology, Bombay, India
V. S. Chandrasekaran
Prof., Geotech. Engrg., Dept. of Civ. Engrg., Indian Inst. of Technol., Bombay, India

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