Discussions and Closures
Jul 8, 2015

Closure to “Fabric and Effective Stress Distribution in Internally Unstable Soils” by T. Shire, C. O’Sullivan, K. J. Hanley, and R. J. Fannin

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 141, Issue 12
First page of PDF

Get full access to this article

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

References

Åberg, B. (1992). “Void ratio of noncohesive soils and similar materials.” J. Geotech. Eng., 118(9), 1315–1334.
Dallo, Y. A. H., Wang, Y., and Ahmed, O. Y. (2013). “Assessment of the internal stability of granular soils against suffusion.” Eur. J. Environ. Civ. Eng., 17(4), 219–230.
Indraratna, B., Nguyen, V., and Rujikiatkamjorn, C. (2011). “Assessing the potential of internal erosion and suffusion of granular soils.” J. Geotech. Geoenviron. Eng., 137(5), 550–554.
Kenney, T. C., and Lau, D. (1985). “Internal stability of granular filters.” Can. Geotech. J., 22(2), 215–225.
Kézdi, Á. (1979). Soil physics: Selected topics, Elsevier, Amsterdam, Netherlands.
Li, M. (2008). “Seepage induced instability in widely graded soils.” Ph.D. thesis, Univ. of British Columbia, Vancouver, Canada.
Li, M., and Fannin, R. J. (2008). “Comparison of two criteria for internal stability of granular soil.” Can. Geotech. J., 45(9), 1303–1309.
Skempton, A. W., and Brogan, J. M. (1994). “Experiments on piping in sandy gravels.” Géotechnique, 44(3), 449–460.
Wan, C. F., and Fell, R. (2004). “Experimental investigation of internal instability of soils in embankment dams and their foundations.”, Univ. of New South Wales, Sydney, Australia.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 141Issue 12December 2015

History

Received: Feb 26, 2015
Accepted: May 1, 2015
Published online: Jul 8, 2015
Published in print: Dec 1, 2015
Discussion open until: Dec 8, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Thomas Shire [email protected]
Postdoctoral Research Fellow, Dept. of Civil and Environmental Engineering, Imperial College, London, U.K. (corresponding author). E-mail: [email protected]
Catherine O’Sullivan
Reader in Soil Mechanics, Dept. of Civil and Environmental Engineering, Imperial College, London, U.K.
Kevin Hanley
Chancellor’s Fellow, Dept. of Chemical Engineering, Univ. of Edinburgh, U.K.
R. Jonathan Fannin
Professor, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, BC, 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 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