DISCUSSIONS AND CLOSURES
Jan 1, 1986

Closure to “Study of Two Field Cases Involving Undrained Creep” by Peter G. Redman and Harry G. Poulos (September, 1984)

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Geotechnical Engineering
Volume 112, Issue 1
First page of PDF

Get full access to this article

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

References

1.
Carter, J. R., and Booker, J. R., “Creep and Consolidation Around Circular Openings in Infinite Media,” International Journal of Solids and Structures, Vol. 19, No. 8, 1983, pp. 661–675.
2.
De Ambrosis, L. P., and Poulos, H. G., “Use of Phenomenological Model to Analyze Soil Creep,” Geotechnical Engineering, Vol. 6, No. 2, 1975, pp. 95–118.
3.
Small, J. C., and Booker, J. R., “Finite Layer Analysis of Primary and Secondary Consolidation,” Proc. 4th Int. Conf. Num. Methods in Geomechanics, Edmonton, Vol. 1, pp. 365–371.
4.
Zienkiewicz, O. C., Norris, V. A., Winnicki, L. A., Naylor, D. J., and Lewis, R. W., “A Unified Approach to the Soil Mechanics Problems of Offshore Foundations,” Ch. 12 of Numerical Methods in Offshore Engineering, O. C. Zienkiewicz, R. W. Lewis, and K. G. Stagg, Eds., Chichester, John Wiley.

Information & Authors

Information

Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 112Issue 1January 1986
Pages: 107 - 108

History

Published online: Jan 1, 1986
Published in print: Jan 1986

Permissions

Request permissions for this article.

Authors

Affiliations

Peter G. Redman
Sr. Engr., Energy Authority of NSW, Australia
Harry G. Poulos, F. ASCE
Prof., Dept. of Civ. Engrg., Univ. of Sydney, Australia

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.

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