Research Article
Mar 1975
Embankment on Soft and Sensitive Clay Foundation
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of the Geotechnical Engineering Division
Volume 101, Issue 3
Abstract
A test embankment built on a soft sensitive clay foundation has failed at a computed safety factor higher than one, thus confirming the allegation that the field vane test overestimates the shear strength in this type of clay. The increased shear strength values measured by the vane, as compared to the shear strength mobilized at failure, are explained by the affect of the rate of loading (time effect) and by the anisotropy of the clay. However, correcting the measured vane shear strength for these two factors, as recommended by Bjerrum (1973), results in a computed safety factor at failure still higher than one. This is due to the progressive failure phenomenon, which tends to develop in sensitive clays (liquidity index higher than one). Pore pressure and deformation measurements carried out during construction have confirmed the development of this progressive failure. The writers recommend the use of semi-empirical correction factors as functions of the plasticity index, anisotropy, and progressive failure.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Journal of the Geotechnical Engineering Division
Volume 101 • Issue 3 • March 1975
Pages: 297 - 314
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Mar 1975
Published online: Feb 10, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Oscar Dascal, M.ASCE
Head, Soil Mechanics Div., Hydro-Quebec, Montreal, Canada
Jean-Pierre Tournier, M.ASCE
Soils Engr., Hydro-Quebec, Montreal, Canada
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 Item saved, go to cart 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.
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.
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 Item saved, go to cart 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.
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.